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Home My WebLink AboutPA2022-0262_20221107_Preliminary Geotechnical Investigation report dated 09-28-22September 28, 2022 Bob and Kristi Jacob Project No.: 72676-00 c/o Oatman Architects, Inc. Report No.: 22-9203 412 31st Street Newport Beach, California 92663 Subject: Preliminary Geotechnical Investigation Proposed New Single-Family Residence 215 Edgewater Place Newport Beach, California INTRODUCTION This report presents findings and conclusions of a preliminary geotechnical investigation undertaken to relate the onsite and certain regional geotechnical conditions to the construction of a new single-family residence on the subject property. Analyses for this investigation are based upon the conceptual architectural plans for the property prepared by Oatman Architects. The conclusions and recommendations of this report are considered preliminary due to the absence of finalized foundation and grading plans, the formulation of which are partially dependent upon the recommendations presented herein. Scope of Investigation The investigation included the following: 1.Analysis of pertinent reports, maps, aerial photographs, and published literature pertaining to the site and nearby areas, as well as project plans, in order to relate geotechnical conditions to proposed construction. 2.Field reconnaissance and logging of two limited-access cone penetration test to determine the character and geometrical distribution of soil materials within the proposed construction areas. The upper five feet was hand-augured to collect samples for laboratory testing. 3.Laboratory testing of surface materials for various engineering and chemical properties. 4.Analyses of data and the preparation of this geotechnical report presenting conclusions and recommendations for site development in accordance with the 2019 California Building Code and the City of Newport Beach Building Code Policy CBC 1803.5.11-12. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 2 This report is suitable for use by your design professionals, contractors, and submittal to the City of Newport Beach. Accompanying Illustrations and Appendices Figure 1 - USGS Geologic Location Map Figure 2 - CDMG Geologic Hazards Location Map Figure 3 - Geotechnical Plot Plan Figure 4 - Temporary Shoring Detail Appendix A - References Appendix B - CPT Logs Appendix C - Field Exploration and Laboratory Test Results Appendix D - Liquefaction Analysis Appendix E - Standard Grading Specifications Appendix F - Utility Trench Backfill Guidelines Site Description The roughly rectangular property fronts 30± feet along Edgewater Place and extends north up to 70± feet to the northern property boundary with the public walking path. Based upon a review of the site topographic plan, the relatively flat lot sits at an elevation of 6-9± feet (NAVD 88). The existing property consists of a 2,347± square foot lot improved with a one-story 1,936± square foot residence built in 1947. The property also consists of a raised hardscape patio area, adjacent to the walking path. The adjacent properties to the east and west are developed with single- family homes. Proposed Development Based on conversations with Oatman Architects, the proposed development consists of the demolition of the existing residence and the construction of a new three-story residence at the subject property. The proposed construction will consist of a wood and steel frame structure and is anticipated to be supported on a mat slab foundation. GEOTECHNICAL CONDITIONS Geologic Setting The site is located near the harbor side of the Balboa Peninsula, approximately a quarter mile north of the Pacific shoreline as depicted on the USGS Geologic Index Map, Figure 1. Review of old topographic maps indicate this location, prior to dredging of Newport Harbor, was within a shallow natural channel bordering the landward side of the peninsula. The site is underlain at an undetermined depth by bedrock of the Monterey Formation, which is overlain by an accumulation of undifferentiated beach and bay deposits and subsequent dredge fill placed in land reclamation for development of the peninsula. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 3 Earth Materials Based on the results of our CPT study, Dredge Fill underlies the site at the surface to an interpreted depth of 7± feet and generally consists of sand and silty sand. Tidal Bay Deposits underlie the dredge fill and generally consist of layered silty and fine to coarse-grained sand. Cone penetrometer test data reveals that the natural deposits underlying the site become denser below 15± feet. Recompacted dredge fill is considered suitable for the support of new foundations and slabs. All onsite materials are non-expansive on the basis of visual classification. Laboratory testing of the onsite soils and at nearby sites indicates negligible soluble sulfate concentrations. These soils are generally considered suitable for use as compacted fill. It should be noted that our onsite CPT program included the hand-excavation of the upper 5± feet of soils to investigate the presence of potential utility conflicts. Therefore, the depth measurements presented in the CPT logs presented in Appendix B begin a depth of 5± feet below ground surface. Groundwater Groundwater was measured at a depth of 5± feet below grade during our field exploration. Groundwater depth should be expected to fluctuate in response to tidal shifts. Groundwater is not considered to be a geotechnical constraint affecting the construction of proposed improvements. Elevated groundwater levels during periods of heavy rain if coupled with high tide may negatively impact the site as discussed below. Flooding and Surface Drainage Localized flooding associated with heavy rains and high tides has been a recurrent phenomenon in some low-lying areas of Newport Beach. The potential for flooding affecting proposed development should be evaluated by the project civil engineer. The proposed development will modify surface drainage, which must be controlled and outlet through appropriate civil engineering design. Seismic Considerations Published Studies One of the principals of seismic analyses and prediction is the premise that earthquakes are more likely to occur on geologically younger faults, and less likely to occur on older faults. For many years studies have described faults with Holocene movement (within the last 11,000 years) as “Active”, and faults with documented Pleistocene movement (within the last 1.6 million years) and with undetermined Holocene movement as “Potentially Active”. Informally, many studies have described faults documented to have no Holocene movement as “Inactive”. Recent PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 4 geologic and seismic publications are attempting to clarify the nomenclature describing faults to more accurately represent the potential affects from earthquakes. Reports by the California Division of Mines and Geology indicate faults with documented Holocene or Historic (within the last 200 years) movement should be considered Active. However, Potentially Active faults are more appropriately characterized in terms of the last period of documented movement. The Fault Activity Map of California (Jennings, C.W.; 2010) defines four categories for onshore Potentially Active faults. The categories are associated with the time of the last displacement evidenced on a given fault and are summarized in Table 1. Table 1, Definitions of Fault Activity in California It is important to note these categories embrace all Pre-Holocene faults as Potentially Active, and provide no methodology to designate a given fault as “Inactive”. Although the likelihood of an earthquake or movement to occur on a given fault significantly decreases with inactivity over geologic time, the potential for such events to occur on any fault cannot be eliminated within the current level of understanding. Local and Regional Faults The closest published active fault to the site is the offshore extension of the Newport-Inglewood Fault Zone, approximately 2.1 miles west-southwest, (Blake, T.F., 2000, CGS/2004). Other active faults in the vicinity of the site include the San Joaquin Hills, approximately 3.6 miles away, the Palos Verdes Fault, approximately 13.8 miles to the northwest; the Coronado Bank Fault, approximately 22.8 miles southwest; the Elsinore Fault, approximately 22.9 miles to the east, and the San Andreas Fault, approximately 52.5 miles to the northeast. The California Geological Survey updated the Fault Parameters and Earthquake Catalog for the probabilistic Seismic Hazards Maps in 2002. This update included the addition of the San Joaquin Hills blind thrust fault indicated above, theorized to exist from Newport Beach to Dana Point, and ramping up inland to the Irvine area, and essentially underlying the site. Earthquakes of Magnitude 6.6 are presently postulated for this structure. With the fault’s location at approximately 3.6 miles distant, it is calculated as the most significant seismic source to affect the site. Activity Category Recency of Movement Active Historic Within the last 200 years Holocene Within the last 11,000 years Potentially Active Late Quaternary Within the last 700,000 years Quaternary Within the last 1.6 million years Pre-Quaternary Before the last 1.6 million years PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 5 Site Classification for Seismic Design For the purposes of determining seismic design parameters provided in the Recommendations portion of this report pertaining to the new structures, the upper one hundred feet of soil underlying the subject site has been classified in accordance with Section 1613.2.2 of the 2019 CBC and Section 20.1 of ASCE 7-16. Although the soils underlying the site are not liquefiable to the depths tested, the property is within an identified liquefaction hazard zone and is conservatively classified as F per the 2019 CBC, requiring a site-response analysis. However, the proposed new structure is anticipated to have a fundamental period of vibration less than 0.5 seconds (to be verified by the structural engineer). As such, Section 20.3.1 in ASCE 7-16 provides an exception that indicates such liquefiable sites may be classified in accordance with Table 20.3-1 without performing a site-response evaluation. Given the exception and the results of our onsite and nearby field investigations, which indicate the site is predominantly underlain by earth materials with average interpreted N-values between 15 and 50, seismic design criteria may be calculated using a site classification of D. However, the Site Class remains F. Tsunami Appraisal No specific tsunami analysis has been undertaken in this investigation. However, the updated CGS Tsunami Hazards Area map for Orange County (2021) indicates the entire peninsula, harbor area of Newport Beach and back bay is within the inundation hazard zone, including portions of Pacific Coast Highway. This property is considered subject to tsunami inundation to an undetermined magnitude or depth. Appraisal of Liquefaction Potential Review of the Seismic Hazard Zones Map for the Newport Beach Quadrangle (California Division of Mines & Geology, 1998) identifies the site and all of the Newport/Balboa peninsula and harbor within a zone of required investigation for liquefaction. In accordance with City of Newport Beach Building Code Policies CBC-1803.5 and 1803.5.11-12, and SP117A, our office has performed an analysis for liquefaction potential based on the CPT data collected during our onsite investigation. The results of our analysis presented in Appendix D indicate liquefaction settlement within the zone between 5± and 11± feet below the proposed foundation level may average 1.5± inches. Settlement was not noted below this depth to the maximum depth explored of 22± feet. A review of previous reports for nearby properties (references 6 through 10) indicate liquefaction below a depth of 15± feet is typically negligible. Therefore, total liquefaction settlement is estimated be less than 3 inches in the upper 50 feet of subgrade soils. Given our experience throughout the surrounding area, which indicates foundations designed in accordance with the parameters recommended below can tolerate 3± inches of differential settlement, a stiffened PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 6 foundation system or mat slab designed in accordance with the City’s “Shallow Mitigation Methods” may be utilized. Lateral spreading analyses performed for this investigation indicate up to 18± inches of lateral displacement could occur during the design earthquake event. This magnitude is at the threshold for mitigation as identified in Special Publication 117A (2008) lateral spreading. The design of structural elements to resist lateral spreading is not considered geotechnically necessary from a life-safety perspective provided a stiffened foundation system is utilized as discussed above. Secondary Seismic Hazards Review of the Seismic Hazards Zones Map (California Division of Mines and Geology, 1998) for the Newport Beach Quadrangle, Figure 2, indicates this lot is not located within a “zone of required investigation” for earthquake induced landslides, but is located in a liquefaction hazard zone. Please refer to the Appraisal of Liquefaction Potential above for more information. Other secondary seismic hazards can include deep rupture and shallow ground cracking. With the absence of active faulting onsite, the potential for deep fault rupture is not present. The potential for shallow ground cracking to occur during an earthquake is a possibility at any site, but does not pose a significant hazard to site development. CONCLUSIONS 1. The proposed development at the subject site is considered geotechnically feasible provided the recommendations herein are integrated into design, construction, and long- term maintenance of the property. Proposed construction should not affect or be affected by adjacent properties provided appropriate construction methods and care are implemented. 2. The property is underlain to a depth of at least 22± feet by bay/beach deposits, which are locally overlain by up to 7± feet of artificial dredge fill. 3. The removal and re-compaction of the upper 5± feet of existing soil for the entire site are recommended prior to construction of foundations. 4. Granular onsite soils are non-expansive and are expected to have a negligible soil soluble sulfate level, and a low potential for corrosion of buried metal based on laboratory testing. However, as the concrete is in a marine environment, a moderate sulfate exposure may be used for design purposes. The concrete mix should be designed by a concrete expert in consideration of structural requirements. The appropriate exposure should be evaluated by the architect and/or structural engineer. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 7 5. No active faults are known to transect the site and therefore the site is not expected to be adversely affected by surface rupturing. It will, however, be affected by ground motions from earthquakes during the design life of the residence. 6. A review of nearby reports and liquefaction and lateral spreading analysis performed in accordance with City Building Code Policies CBC-1803.5 and 1803.5.11-12 indicates seismic settlement is anticipated to be less than 3 inches to a depth of 50 feet. Therefore, a mat slab or stiffened foundation system designed in accordance with the City’s “Shallow Mitigation Methods” is recommended. 7. Groundwater was directly measured during our field exploration at a depth of 4+ feet below ground surface. Groundwater is not considered to be a design or construction constraint except during or shortly following periods of heavy rain. 8. The potential of street flooding affecting the residence during its lifetime is deferred to the project civil engineer. 9. Surface discharge onto or off the site should be appropriately controlled with proper engineering design and site grading. 10. The residence may be founded in competent recompacted engineered fill utilizing a mat slab or stiffened foundation system design in accordance with City of Newport Building Code Policy 1803.5.11-12. 11. Temporary pipe-pile shoring should be anticipated to support adjoining properties during remedial rough grading. RECOMMENDATIONS Site Preparation and Grading 1. General Grading should be performed in accordance with the recommendations herein and the Standard Grading Specifications in Appendix E. Grading is anticipated to consist of remedial over-excavation and minor export of soils to construct the proposed building pad and foundation subgrades. Processing, over-excavation, and re-compaction should be observed, tested and approved in writing by a representative of this firm. 2. Remedial Grading Remedial grading is recommended to include removal and re-compaction of existing loose beach deposits below new foundations to a depth of at least 5 feet below existing site grades. Locally deeper removals may be required pending field review by the geologist. Temporary shoring should be anticipated. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 8 Remedial grading excavations are anticipated to expose saturated conditions, which may be stabilized, if necessary, with the placement of a 12-inch layer of gravel bounded top and bottom with a layer of geofabric. Potentially more favorable grading conditions may be encountered during periods of low tide. 3. Removal of Existing Improvements Existing vegetation, organic materials and/or construction and demolition debris should be removed and disposed of offsite. 4. Compaction Standard Onsite soil materials are anticipated to be suitable for re-use as compacted fill providing they are free of rubble and debris. Materials should be placed at slightly above optimum moisture content and compacted under the observation and testing of the soil engineer to at least 90 percent of the maximum dry density as evaluated by ASTM D 1557. 5. Temporary Construction Slopes Temporary slopes exposing onsite materials should be cut in accordance with Cal/OSHA Regulations. It is anticipated that the onsite soils may be classified as Type C soil, and temporary cuts of 1.5:1 (horizontal:vertical) may be appropriate; however, the material exposed in temporary excavations should be evaluated by the contractor during construction. The safety of temporary construction slopes is deferred to the general contractor, who should implement the safety practices as defined in Section 1541, Subchapter 4, of Cal/OSHA T8 Regulations (2006). Shoring should be anticipated where space limitations preclude temporary slope layback, or in any location where onsite personnel may be in close proximity to open excavations. Shoring also should be anticipated where wet materials exist. Foundation Design Parameters Due to the potential for liquefaction at the site, we recommend that a stiffened foundation or mat slab be used for the proposed structure in accordance with the City of Newport Beach Building Code Policy No. CBC-1803.5.11-12. Such a foundation system should be founded on properly compacted fill derived from onsite materials. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 9 1. Bearing Capacity and Settlement Mat foundations should be designed in accordance with Section 1808.6 of the 2019 CBC utilizing an effective plasticity index of 25. The minimum recommended slab thickness is 12 inches, with a deepened edge, extending a minimum of 24 inches below grade. Reinforcement should be in accordance with the structural engineer’s recommendations. Slabs should be underlain by 4 inches of ½- to ¾-inch open graded gravel. Slab underlayment is deferred to the project architect; however, in accordance with the American Concrete Institute, we suggest that slabs be underlain by a 15-mil thick vapor retarder/barrier (Stego Wrap or equivalent) placed over the gravel in accordance with the requirements of ASTM E:1745 and E:1643. The allowable bearing capacity for a mat slab placed on approved recompacted fill with a thickness of 12 inches or more is 2,000 pounds per square foot. Foundation settlement from structural loading is estimated to be ¾ inch total and ½ inch differential over a horizontal distance of 20 feet. Foundation settlement should occur mostly during construction. 2. Lateral Loads Lateral loads may be resisted by passive pressure forces and friction acting on the bottom of foundations. Passive pressure may be computed from an equivalent fluid density of 150 pounds per cubic foot above the groundwater table, not to exceed 2,000 pounds per square foot, however, the top 1 foot should be ignored for design calculations. A coefficient of friction of 0.25 may be used in computing the frictional resistance. These values may be combined without reduction. 3. Reinforcement Foundations and slabs should be reinforced in conformance with the requirements of the structural engineer. From a geotechnical viewpoint, a minimum of two No. 5 bars should be incorporated at the top and bottom of continuous footings in order to reduce the potential for cracking during seismic shaking or as a result of subsurface imperfections. Shoring Because of the loose cohesionless sandy onsite soils and the close proximity of offsite improvements, shoring should be provided for vertical excavations along or within the influence of the property margins. Selection of an appropriate system must include consideration of the potential effects of vibrations, caving, deflections, groundwater withdrawal, and footing area disturbance on the neighboring structures. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 10 To reduce the risk of possible settlement induced distress on adjacent properties, we recommend that shoring elements along property boundaries be abandoned in place. It should be recognized that vibrations induced by shoring installation alone may be sufficient to cause distress to nearby improvements. We also suggest that ground vibration monitoring be performed during construction due to the close proximity of adjacent structures and the relatively high cost of property in the area. Proper installation of shoring is the responsibility of the contractor. The adjacent property owners must be advised of risks and the owner and builder should provide arrangements to repair any possible damages. Option 1: Caisson Supported Shoring Caissons utilized for shoring/retaining walls should be a minimum 24-inch diameter and embedded at least 5 feet or more into competent sand. Design lateral loading values for a cantilevered pile shoring system should be based upon an equivalent fluid pressure of 35 pounds per cubic foot above the groundwater level and a combined active and hydrostatic loading of 80 pounds per cubic foot below the groundwater. Lateral passive resistance below the groundwater table for piles may be based upon 150 pounds per cubic foot equivalent fluid pressure for sand acting on a tributary area of twice the pile diameter. The passive pressure should not exceed 1500 pounds per square foot. Groundwater will promote caving in shoring excavations and may cause difficult grading conditions at the underground storage level. Casings of the drilled shafts should be anticipated for caisson/shoring. Vibratory techniques for placement of piles or steel sheet lagging should not be utilized, as damage to adjoining property improvements may otherwise occur. It is the contractor’s responsibility to develop appropriate means and methods of construction to avoid damage to adjacent properties. Option 2: Pipe and Board Shoring As an alternative to conventional shoring, a steel pipe and board system may be utilized for vertical cut up to 5 feet. This system consists of 1.125-inch-thick plywood braced with driven/drilled 3.0-inch diameter steel pipes. Embedment depth for steel pipes should be at least 1.5 times the retained height with a maximum spacing of 2 feet. Final design requirements should be determined by the structural engineer. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 11 Hardscape Design and Construction Ancillary structures such as site walls and landscaping improvements may utilize conventional foundations embedded in recompacted fill designed in accordance with the foundation recommendations presented above. Foundations should have a design depth of 18 inches or more. Concrete flatwork should be divided into as nearly square panels as possible. Joints should be provided at maximum 6 feet intervals to give articulation to the concrete panels. Landscaping and planters adjacent to concrete flatwork should be designed in such a manner as to direct drainage away from concrete areas to approved outlets. Planters located adjacent to principal foundation elements should be sealed and drained. Flatwork elements and driveways should be a minimum of 5- inches and 6- inches thick (actual), respectively, and be reinforced with No. 4 bars 16 inches on center both ways. Seismic Design Based on the geotechnical data and site parameters, the following is provided by the USGS (ASCE 7-16) to satisfy the 2019 CBC design criteria: Table 2, Site and Seismic Design Criteria for the 2019 CBC Design Parameters Recommended Values Site Class Site Longitude (degrees) Site Latitude (degrees) SS (g) S1 (g) SMS (g) SM1 (g) SDS (g) D SD1 (g) Fa Fv Seismic Design Category PGAM D -117.9035 33.6052 1.392 0.494 1.392 0.892 1.0 0.595 1 1.806 D 0.671 Note: Values provided assume that the structure meets Exemption 2 of Section 11.4.8 of the 2019 California Building Code. This evaluation assumes the fundamental period of vibration of proposed structure does not exceed 0.5 second. The structural engineer should review the above parameters and the California Building code to evaluate the seismic design. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 12 Finished Grade and Surface Drainage Finished grades should be designed and constructed so that no water ponds in the vicinity of footings. Drainage design in accordance with the 2019 California Building Code, Section 1804.4 is recommended. Roofs should be guttered, and discharge conducted away from the house in a non-erosive manner as specified by the project civil engineer or landscape architect. Proper interception and disposal of all onsite surface discharge is presumed to be a matter of civil engineering or landscape architectural design. Concrete Soil soluble sulfate testing indicates negligible sulfate content. On-site concrete may be exposed to seawater. It is recommended that a concrete expert be retained to design an appropriate concrete mix to address the structural and exposure requirements. In lieu of retaining a concrete expert, it is recommended that the 2019 California Building Code, Section 1904.1 be utilized, which refers to ACI 318, Table 4.3.1, and 4.2.1. The appropriate exposure should be evaluated by the architect and/or structural engineer. Utility Trench Backfill Utility trench backfill should be placed in accordance with Appendix F, Utility Trench Backfill Guidelines. It is the owners and contractor's responsibility to inform subcontractors of these requirements and to notify Geofirm when backfill placement is to begin. Foundation Plan Review In order to help assure conformance with recommendations of this report and as a condition of the use of this report, the undersigned should review final foundation plans and specifications prior to submission of such to the building official for issuance of permits. Such review is to be performed only for the limited purpose of checking for conformance with the design concept and the information provided herein. This review shall not include review of the accuracy or completeness of details, such as quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the Contractor. Geofirm’s review shall be conducted with reasonable promptness while allowing sufficient time in our judgment to permit adequate review. Review of a specific item shall not indicate that Geofirm has reviewed the entire system of which the item is a component. Geofirm shall not be responsible for any deviation from the Construction Documents not brought to our attention in writing by the Contractor. Geofirm shall not be required to review partial submissions or those for which submissions of correlated items have not been received. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 13 Jobsite Safety Neither the professional activities of Geofirm, nor the presence of Geofirm’s employees and subconsultants at a construction/project site, shall relieve the General Contractor of its obligations, duties and responsibilities including, but not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending and coordination the work in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. Geofirm and its personnel have no authority to exercise any control over any construction contractor or its employees in connection with their work or any health or safety programs or procedures. The General Contractor shall be solely responsible for jobsite safety. Pre-Grade Meeting A pre-job conference should be held with representative of the owner, contractor, architect, civil engineer, soils engineer, engineering geologist, and building official prior to commencement of construction, to clarify any questions relating to the intent of these recommendations or additional recommendations. Monitoring Complete documentation of the pre- and post-construction conditions of adjacent improvements should be undertaken. In addition, monitoring of ground movement and construction vibrations should be made as an integral part of the construction. Such documentation should include: 1. A sufficient number of photographs to establish the existing condition of nearby structures. 2. Establishment of a sufficient number of ground elevation control stations so that potential subsidence or heave associated with grading and lateral movement can be detected. Monitoring of such points should be accomplished during all grading, shoring (if any) and excavation work, and continued until retaining walls are backfilled or site grading is complete. Observation and Testing The 2019 California Building Code, Section 1705.6 requires geotechnical observation and testing during construction to verify proper removal of unsuitable materials, that foundation excavations are clean and founded in competent material, to test for proper moisture content and proper degree of compaction of fill, to test and observe placement of wall and trench backfill materials, and to confirm design assumptions. It is noted that the CBC requires continuous verification and testing during placement of fill, pile driving, and pier/caisson drilling. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 14 A Geofirm representative shall visit the site at intervals appropriate to the stage of construction, as notified by the Contractor, in order to observe the progress and quality of the work completed by the Contractor. Such visits and observation are not intended to be an exhaustive check or a detailed inspection of the Contractor’s work but rather are to allow Geofirm, as an experienced professional, to become generally familiar with the work in progress and to determine, in general, if the work is proceeding in accordance with the recommendations of this report. Geofirm shall not supervise, direct, or have control over the Contractor’s work nor have any responsibility for the construction means, methods, techniques, sequences, or procedures selected by the Contractor nor the Contractor’s safety precautions or programs in connection with the work. These rights and responsibilities are solely those of the Contractor. Geofirm shall not be responsible for any acts or omission of the Contractor, subcontractor, any entity performing any portion of the work, or any agents or employees of any of them. Geofirm does not guarantee the performance of the Contractor and shall not be responsible for the Contractor’s failure to perform its work in accordance with the Contractor documents or any applicable law, codes, rules or regulations. These observations are beyond the scope of this investigation and budget and are conducted on a time and material basis. The responsibility for timely notification of the start of construction and ongoing geotechnically involved phases of construction is that of the owner and his contractor. Typically, at least 24 hours’ notice is required. LIMITATIONS This investigation has been conducted in accordance with generally accepted practice in the engineering geologic and soils engineering field. No further warranty is offered or implied. Conclusions and recommendations presented are based on subsurface conditions encountered and are not meant to imply a control of nature. As site geotechnical conditions may alter with time, the recommendations presented herein are considered valid for a time period of one year from the report date. The recommendations are also specific to the current proposed development. Changes in proposed land use or development may require supplemental investigation or recommendations. Also, independent use of this report in any form cannot be approved unless specific written verification of the applicability of the recommendations is obtained from this firm. PA2022-0262 September 28, 2022 Project No: 72676-00 Report No: 22-9203 Page No: 15 Thank you for this opportunity to be of service. If you have any questions, please contact this office. Respectfully submitted, GEOFIRM Erik R. Hilde, P.G., E.G. 2303 Jesse D. Bearfield, P.E. 84335 Associate Engineering Geologist Associate Engineer Date Signed: 08/08/2022 ERH/JDB: mr Distribution: Addressee via email 303333333 logist E ik R Hild P G EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE G PA2022-0262 JOB NO.:DATE:FIGURE: USGS Geologic Location Map, Santa Ana 30' x 60' Quadrangle 72676-00 September 2022 1 Jacobs Residence 215 Edgewater Place Newport Beach PA2022-0262 JOB NO.:DATE:FIGURE: CGS Geologic Hazards Location Map, Newport Beach Quadrangle 72676-00 September 2022 2 Jacobs Residence 215 Edgewater Place Newport Beach PA2022-0262 GEOTECHNICAL PLOT PLAN 215 EDGEWATER PLACE NEWPORT BEACH, CALIFORNIA 72676-00 SEPTEMBER 2022 3JOB NO.:REPORT NO.:DATE:FIGURE: SCALE: 1"=10' CPT-2 Df DREDGE FILL BAY/BEACH DEPOSITS APPROXIMATE CONE PENETRATION TEST LOCATION EXPLANATION Qb CPT-2 CPT-1 Df Qb PA2022-0262 .5 X RETAINED HEIGHT MINIMUM RETAINED HEIGHT ' MAX. ⅊ BOTTOM OF EXCAVATION CUT 1-1/8" PRESSURE TREATED PLYWOOD 5-PLY OR OSB 3-INCH DIA. STEEL PIPE @ 2' O.C. NOTE: INSTALLATION TO BE VERIFIED AT THE TIME OFCONSTRUCTION BY *(2),50 72-00 TEMPORARY SHORING DETAIL JOB NO.:DATE: FIGURE NO.: S CM 6(37(0%(5 NOT TO SCALE PA2022-0262 APPENDIX A REFERENCES PA2022-0262 APPENDIX A REFERENCES 1. Al Atik, Linda, M. ASCE, and Sitar, Nicholas, M.ASCE, 2010, Seismic Earth Pressures on Cantilever Retaining Structures, ASCE Journal of Geotechnical and Geoenvironmental Engineering, dated October. 2. Bozorgnia, Y., Campbell, K.W., and Niazi, M. M., 1999, “Vertical Ground Motion: Characteristics, Relationship with Horizontal Component, and Building Code Implications”, Proceedings of the SMIP99 Seminar on Utilization of Strong-Motion Data, pp. 23-49, dated September 15. 3. California Building Code, 2019 Edition. 4. California Division of Mines & Geology, 1998, “Seismic Hazards Zones Map, Newport Beach Quadrangle.” 5. California Geological Survey, 2008, “Guidelines for Evaluating and Mitigating Seismic Hazards in California,” Special Publication 117A. 6. Geofirm, 2017, “Preliminary Geotechnical Investigation, Proposed New Single-Family Residence, 1120 West Oceanfront Avenue, Newport Beach, California” Project No. 72337-00, Report No. 17-8158, dated October 12. 7. Geofirm, 2019, “Preliminary Geotechnical Investigation, Proposed New Single-Family Residence, 207 Edgewater Place, Newport Beach, California”, Project No. 72443-00, Report No. 19-8508, dated April 19. 8. Geofirm, 2020, “Preliminary Geotechnical Investigation, Proposed Residence Remodel and Additions, 19 Bay Island, Newport Beach, California”; Project No. 72501-00, Report No. 20-8723, dated October 9. 9. Geofirm, 2020, “Preliminary Geotechnical Investigation, Proposed New Single-Family Residence, 318 Coronado Street, Newport Beach, California” Project No. 72543-00, Report No. 20-8815, dated November 24. 10. Geofirm, 2022, “Preliminary Geotechnical Investigation, Proposed New Single-Family Residence, 700 W. Oceanfront, Newport Beach, California” Project No. 72661-00, Report No. 22-9163, dated August 8. 11. Grant et al, 1999, “Late Quaternary Uplift and Earthquake Potential of the San Joaquin Hills, South Los Angeles Basin, California.” 12. Jennings, C.W., and Bryant, W.A., 2010, Fault activity map of California: California Geological Survey Geologic Data Map No. 6, map scale 1:750,000. PA2022-0262 13. Legg, Mark R., et al, 2003, “Evaluation of Tsunami Risk to Southern California Coastal Cities,” Earthquake Engineering Research Institute. January 14. Morton, P.K., et al, 1973, “Geo-Environmental Maps of Orange County,” California Division of Mines and Geology, Preliminary Report 15. 15. United States Geological Survey, 2002, “Preliminary Digital Geologic Map of the Santa Ana 30’ x 60’ Quadrangle, southern California, Version 1.0”. 16. United States Geological Survey – Earthquake Hazards Program, 2019, “Unified Hazards Tool”. Retrieved from “https://earthquake.usgs.gov/hazards/interactive/index.php” PA2022-0262 APPENDIX B CPT LOGS PA2022-0262 !"" ! " #$ #% & !"# $ #$ %&#$' ( ) (( ( * ( ( !"&"$+ $(, PA2022-0262 - !"" ! " #$ #% & !"# $ #$ %&#$' ( ) (( ( * ( ( !"&"$+ $(, PA2022-0262 APPENDIX C FIELD EXPLORATION AND LABORATORY TEST RESULTS (1120 West Oceanfront Avenue Results Included) PA2022-0262 APPENDIX C PREVIOUS AND CURRENT LABORATORY TEST RESULTS I. Field Exploration Procedures A large bulk sample of typical soil material from a nearby site was bagged and was transported to the laboratory for classification and physical testing. II. Testing Procedures A. Corrosivity Series Soluble sulfates, pH and minimum resistivity were determined in accordance with California Test Method 417, ASTM D 4972, and California Test Method 643, respectively. Sample Designation pH Soluble Sulfate Minimum Resistivity CPT-1 @ 0 – 5’ - 16 mg/kg - Similarly, the results from our investigation at 1120 West Oceanfront Avenue, Newport Beach are presented below: Sample Designation pH Soluble Sulfate Minimum Resistivity CPT-1 @ 0.5-3' 7.6 33 mg/kg 22,000 ohm-cm B. Grain Size Distribution A grain size distribution test was performed on a sample in accordance with ASTM D422. The results of the test are presented graphically on Figure C-1. PA2022-0262 !"#"! $% &% ' (# "# )* # + (# ,*+ ! "# $% PA2022-0262 APPENDIX D LIQUEFACTION ANALYSIS PA2022-0262 TABLE OF CONTENTS 1 8 12 16 20 23 24 27 28 32 38 45 51 57 63 66 67 70 71 77 85 92 96 100 104 106 107 109 110 114 CPT-2 results Summary data report Input field data Cyclic stress resistance results Cyclic resistance ratio results Liquefaction potential index data Vertical settlements summary report Vertical settlements data report Lateral displacements summary report Lateral displacements data report Strength loss data report CPT-1 results Summary data report Input field data Cyclic stress resistance results Cyclic resistance ratio results Liquefaction potential index data Vertical settlements summary report Vertical settlements data report Lateral displacements summary report Lateral displacements data report Strength loss data report Average CPT results Summary data report Input field data Cyclic stress resistance results Cyclic resistance ratio results Liquefaction potential index data Vertical settlements summary report Vertical settlements data report Lateral displacements summary report Lateral displacements data report Strength loss data report CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:47 PM Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 LIQUEFACTION ANALYSIS REPORT Input parameters and analysis data Analysis method:Fines correction method: Points to test:Earthquake magnitude Mw:Peak ground acceleration: NCEER (1998)NCEER (1998)Based on Ic value7.500.64 G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation: Project title : Location : Stoney Miller Consultants, Inc/ Geofirm 33 Journey, Alisio Viejo, CA CPT file : CPT-2 5.00 ft5.00 ft32.60Based on SBT Use fill:Fill height: Fill weight:Trans. detect. applied:Kσ applied: Yes6.00 ft 125.00 lb/ft3 NoYes Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method: Sands onlyNoN/AMethod based Cone resistance qt (tsf)3002001000Depth (ft)12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot CRR plot FILL CRR & CSR 0.60.40.20 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 CRR plot Qtn,cs 200180160140120100806040200Cyclic Stress Ratio* (CSR*)0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%)0.1 1 10Normalized CPT penetration resistance1 10 100 1,000 Friction Ratio Rf (%)1086420 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Friction Ratio Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot FILL Factor of safety 21.510.50 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq 1 PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance CPT basic interpretation plots Friction Ratio Rf (%)1086420Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Friction Ratio Pore pressure u (psi)3210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Pore pressure Insitu SBT Plot Ic(SBT)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBT Plot Soil Behaviour Type SBT (Robertson et al. 1986)1817161514131211109876543210Depth (ft)12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 Soil Behaviour Type Organic soil Clay & silty clay Silty sand & sandy silt Sand & silty sand Sand CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 2 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A SBT legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to siltyl5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand told9. Very stiff fine grained PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Norm. cone resistance Qtn 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance CPT basic interpretation plots (normalized) Norm. friction ratio Fr (%)1086420Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. friction ratio Nom. pore pressure ratio Bq 10.80.60.40.20-0.2Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Nom. pore pressure ratio SBTn Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot Norm. Soil Behaviour Type SBTn (Robertson 1990)1817161514131211109876543210Depth (ft)12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 Norm. Soil Behaviour Type ClayClay & silty clay Silty sand & sandy silt Sand & silty sand Silty sand & sandy silt Sand & silty sand Sand Sand & silty sand Sand Sand & silty sand Sand CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 3 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq SBTn legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to siltyl5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand told9. Very stiff fine grained Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Total cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Total cone resistance Liquefaction analysis overall plots (intermediate results) SBTn Index Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Norm. cone resistance Qtn 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance Grain char. factor Kc 109876543210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Grain char. factor Corrected norm. cone resistance Qtn,cs 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resistanc CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 4 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 CRR plot FILL CRR & CSR 0.60.40.20Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 CRR plot Liquefaction analysis overall plots FS Plot FILL Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Liquefaction potential FILL LPI 20151050Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Liquefaction potential Vertical settlements FILL Settlement (in)1.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Vertical settlements Lateral displacements FILL Displacement (in)151050Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Lateral displacements CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 5 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq F.S. color scheme LPI color schemeInput parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A Almost certain it will liquefy Very likely to liquefy Liquefaction and no liq. are equally likely Unlike to liquefy Almost certain it will not liquefy Very high risk High risk Low risk PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Normalized friction ratio (%)0.1 1 10Normalized CPT penetration resistance1 10 100 1,000 Liquefaction analysis summary plots Qtn,cs 200180160140120100806040200Cyclic Stress Ratio* (CSR*)0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Thickness of surface layer, H1 (m)109876543210Thickness of liquefiable sand layer, H2 (m)12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 CPT-2 (10.38) Analysis PGA: 0.64 PGA 0.40g - 0.50gCLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 6 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Norm. cone resistance Qtn 4003002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance Check for strength loss plots (Robertson (2010)) Grain char. factor Kc 109876543210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Grain char. factor Corrected norm. cone resistance Qtn,cs 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resistanc SBTn Index Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Liquefied Su/Sig'v Su/Sig'v 0.50.40.30.20.10Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Peak Su ratio Liq. Su ratio Liquefied Su/Sig'v CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 7 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Field input data :: Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 1 0.07 0.46 0.03 87.36100.00-0.11 2 0.15 2.64 0.03 87.3672.13-0.11 3 0.20 4.02 0.04 89.7949.270.00 4 0.28 6.67 0.04 92.8539.790.00 5 0.35 8.85 0.07 95.8435.390.11 6 0.40 9.65 0.09 97.7236.870.11 7 0.47 7.47 0.10 98.9135.390.11 8 0.55 11.49 0.11 99.4633.230.11 9 0.59 12.41 0.11 100.0827.610.11 10 0.70 15.17 0.11 100.3825.120.44 11 0.75 15.86 0.11 100.6523.000.44 12 0.80 16.78 0.11 100.7321.950.44 13 0.89 17.47 0.10 100.8220.990.55 14 0.95 18.16 0.11 100.8920.080.55 15 1.05 19.08 0.11 101.0919.440.66 16 1.13 19.54 0.11 101.3818.920.66 17 1.20 20.23 0.12 101.7018.670.66 18 1.27 20.57 0.12 102.1718.680.66 19 1.36 20.69 0.13 102.6118.960.55 20 1.40 20.57 0.14 103.0319.400.55 21 1.43 20.46 0.14 103.3119.720.55 22 1.45 20.57 0.15 103.7219.860.55 23 1.51 21.26 0.16 104.2019.720.66 24 1.58 22.18 0.17 104.9119.830.66 25 1.72 22.29 0.19 105.4019.990.66 26 1.79 22.29 0.19 105.6920.260.66 27 1.83 22.29 0.19 105.6920.180.66 28 1.86 22.52 0.19 105.6419.820.66 29 1.91 23.21 0.19 105.5619.310.55 30 2.00 23.56 0.18 105.3518.670.55 31 2.04 23.90 0.17 104.6217.710.55 32 2.11 24.02 0.13 103.6416.770.22 33 2.17 23.79 0.12 102.245.000.22 34 2.28 24.71 0.10 101.345.000.22 35 2.35 26.20 0.09 100.745.000.22 36 2.40 26.55 0.09 100.725.000.22 37 2.49 26.32 0.09 100.725.000.22 38 2.55 26.09 0.09 100.825.000.22 39 2.61 26.09 0.09 100.985.000.22 40 2.69 25.86 0.10 101.305.000.11 41 2.75 24.82 0.11 101.605.000.11 42 2.80 23.79 0.11 101.845.000.11 43 2.86 22.41 0.11 101.8816.550.11 44 2.92 21.37 0.11 101.7817.540.11 45 2.97 20.34 0.11 101.8318.880.11 46 3.08 18.62 0.12 102.0820.260.11 47 3.14 18.39 0.13 102.4821.610.11 48 3.20 18.04 0.14 102.7122.150.11 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 8 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 49 3.25 17.93 0.14 102.7422.400.11 50 3.31 17.93 0.13 102.6222.320.11 51 3.35 17.93 0.13 102.4622.110.00 52 3.42 18.04 0.13 102.3121.75-0.11 53 3.50 18.39 0.12 102.1721.420.00 54 3.55 18.39 0.12 101.7220.79-0.11 55 3.66 18.50 0.11 101.1820.190.00 56 3.72 18.62 0.10 100.5719.600.00 57 3.76 18.50 0.10 100.6119.550.00 58 3.84 18.73 0.11 101.1719.820.00 59 3.91 19.19 0.12 102.0720.20-0.06 60 3.96 19.65 0.14 102.9320.310.00 61 4.01 20.57 0.15 103.6419.970.00 62 4.07 21.95 0.16 104.2718.780.00 63 4.19 24.82 0.16 104.8017.500.00 64 4.24 26.32 0.17 105.5016.440.11 65 4.30 28.15 0.19 106.2016.140.11 66 4.36 28.50 0.21 106.8716.000.22 67 4.41 29.42 0.22 107.5315.710.22 68 4.51 32.06 0.24 108.4715.380.22 69 4.57 34.01 0.28 109.8015.160.33 70 4.62 36.77 0.34 111.2114.890.33 71 4.67 40.80 0.40 113.0313.420.33 72 4.78 54.01 0.50 114.3611.300.44 73 4.82 63.20 0.50 115.349.160.77 74 4.87 71.82 0.50 115.817.490.77 75 4.94 81.36 0.53 116.416.631.09 76 5.01 84.23 0.58 116.956.330.87 77 5.07 84.00 0.60 117.146.340.87 78 5.12 83.66 0.57 116.946.230.98 79 5.20 83.66 0.54 116.596.031.31 80 5.28 83.31 0.52 116.485.671.42 81 5.35 89.29 0.54 116.615.351.64 82 5.38 91.93 0.55 116.945.071.53 83 5.45 94.12 0.57 117.335.051.42 84 5.55 95.38 0.61 117.735.111.31 85 5.59 96.64 0.64 118.145.161.31 86 5.65 99.06 0.66 118.485.221.31 87 5.73 99.40 0.70 118.755.331.31 88 5.80 98.48 0.71 118.905.461.31 89 5.85 98.14 0.71 118.925.521.31 90 5.91 98.37 0.70 118.945.411.31 91 5.98 101.36 0.71 118.955.051.42 92 6.05 107.10 0.69 118.934.551.42 93 6.11 111.24 0.67 118.764.071.53 94 6.20 111.81 0.64 118.553.791.53 95 6.26 111.81 0.62 118.373.631.53 96 6.30 112.96 0.62 118.373.451.53 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 9 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 97 6.40 117.67 0.63 118.523.321.53 98 6.46 118.71 0.65 118.793.251.64 99 6.53 120.55 0.68 119.063.251.64 100 6.57 122.84 0.69 119.353.161.64 101 6.64 127.44 0.71 119.583.001.75 102 6.70 131.23 0.73 119.912.761.75 103 6.79 138.93 0.76 120.252.541.97 104 6.83 143.99 0.78 120.682.291.97 105 6.91 152.49 0.82 121.031.992.19 106 6.96 162.03 0.83 121.331.672.19 107 7.02 168.58 0.84 121.581.322.19 108 7.11 179.27 0.87 121.941.062.19 109 7.17 188.92 0.91 122.430.902.40 110 7.22 195.01 0.98 123.120.862.51 111 7.29 204.89 1.10 123.960.932.62 112 7.35 212.94 1.23 124.911.062.73 113 7.42 219.83 1.39 125.801.282.73 114 7.50 222.94 1.53 126.521.512.73 115 7.56 224.77 1.64 127.001.692.73 116 7.63 225.69 1.68 127.261.792.73 117 7.69 226.61 1.70 127.331.762.84 118 7.75 229.83 1.68 127.281.692.84 119 7.81 229.26 1.64 126.851.432.84 120 7.88 228.11 1.41 125.850.982.95 121 7.96 224.54 1.08 124.610.502.95 122 8.01 220.41 1.01 123.450.162.95 123 8.07 214.55 0.92 122.810.002.95 124 8.15 215.24 0.85 122.070.002.95 125 8.21 208.11 0.76 121.280.002.73 126 8.29 217.65 0.66 120.580.002.73 127 8.34 220.29 0.63 120.130.002.73 128 8.41 219.37 0.62 119.950.002.73 129 8.46 218.11 0.61 119.720.002.73 130 8.55 212.71 0.58 119.390.002.73 131 8.61 207.31 0.56 119.030.002.73 132 8.67 202.02 0.54 118.790.002.73 133 8.76 200.76 0.54 118.820.002.73 134 8.81 204.55 0.56 119.070.002.73 135 8.86 209.72 0.59 119.590.002.73 136 8.93 213.86 0.65 120.260.002.73 137 8.99 213.28 0.73 121.210.002.84 138 9.06 212.36 0.86 122.620.022.95 139 9.15 220.06 1.12 124.110.532.95 140 9.21 223.17 1.32 125.441.013.06 141 9.26 224.08 1.49 126.341.423.06 142 9.33 225.12 1.63 126.931.753.17 143 9.40 222.94 1.69 127.182.013.17 144 9.46 216.39 1.68 127.082.153.17 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 10 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 145 9.53 212.02 1.59 126.562.023.17 146 9.60 211.90 1.38 125.751.643.17 147 9.66 211.90 1.20 124.781.163.17 148 9.72 211.79 1.08 124.170.833.17 149 9.78 215.81 1.08 123.980.693.17 150 9.86 216.96 1.10 124.020.653.17 151 9.92 217.30 1.09 124.240.753.17 152 9.99 216.85 1.18 124.640.953.28 153 10.04 216.16 1.29 125.451.343.28 154 10.13 218.11 1.51 126.241.733.39 155 10.18 220.18 1.63 126.892.003.39 156 10.25 223.62 1.68 127.272.103.39 157 10.32 227.42 1.74 127.522.113.39 158 10.37 230.75 1.77 127.722.053.39 159 10.47 236.73 1.79 127.861.973.39 160 10.52 240.63 1.81 128.071.913.39 161 10.57 245.80 1.90 128.502.013.50 162 10.65 249.25 2.09 129.022.183.61 163 10.71 252.24 2.20 129.522.403.61 164 10.78 253.62 2.31 129.882.593.61 165 10.83 253.62 2.40 130.222.823.72 166 10.90 252.58 2.53 130.352.963.61 167 10.97 250.63 2.45 130.343.013.50 168 11.03 249.83 2.40 130.202.983.50 169 11.11 248.33 2.40 130.142.993.50 170 11.16 248.10 2.40 130.173.063.50 171 11.22 247.41 2.44 130.283.163.50 172 11.29 246.72 2.51 130.433.293.50 173 11.35 246.72 2.56 130.593.443.72 174 11.43 246.03 2.61 130.843.473.61 175 11.50 257.87 2.74 130.573.013.72 176 11.55 266.37 2.21 127.590.833.61 177 11.65 283.84 0.00 121.800.003.72 178 11.69 295.79 0.00 87.36N/A3.61 179 11.76 305.21 0.00 87.36N/A3.61 180 11.81 314.18 0.00 87.36N/A3.61 181 11.94 123.99 0.00 87.36N/A2.62 Abbreviations Depth:qc: fs:u:Fines content: Unit weight: Depth from free surface, at which CPT was performed (ft) Measured cone resistance (tsf) Sleeve friction resistance (tsf) Pore pressure (tsf) Percentage of fines in soil (%) Bulk soil unit weight (pcf) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 11 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 1 6.08 0.38 0.03 0.34 0.99 0.451 0.451 1.00 0.4511.00 No1.00 2 6.15 0.38 0.04 0.35 0.99 0.453 0.454 1.00 0.4541.00 No1.00 3 6.20 0.38 0.04 0.35 0.99 0.455 0.455 1.00 0.4551.00 No1.00 4 6.28 0.39 0.04 0.35 0.99 0.458 0.458 1.00 0.4581.00 No1.00 5 6.35 0.39 0.04 0.35 0.99 0.460 0.460 1.00 0.4601.00 No1.00 6 6.40 0.39 0.04 0.35 0.99 0.462 0.462 1.00 0.4621.00 No1.00 7 6.47 0.40 0.05 0.35 0.99 0.464 0.464 1.00 0.4641.00 No1.00 8 6.55 0.40 0.05 0.35 0.99 0.467 0.467 1.00 0.4671.00 No1.00 9 6.59 0.40 0.05 0.35 0.99 0.468 0.468 1.00 0.4681.00 No1.00 10 6.70 0.41 0.05 0.36 0.99 0.471 0.472 1.00 0.4721.00 No1.00 11 6.75 0.41 0.05 0.36 0.99 0.473 0.473 1.00 0.4731.00 No1.00 12 6.80 0.41 0.06 0.36 0.99 0.475 0.475 1.00 0.4751.00 No1.00 13 6.89 0.42 0.06 0.36 0.99 0.477 0.478 1.00 0.4781.00 No1.00 14 6.96 0.42 0.06 0.36 0.99 0.480 0.480 1.00 0.4801.00 No1.00 15 7.05 0.43 0.06 0.36 0.99 0.482 0.483 1.00 0.4831.00 No1.00 16 7.13 0.43 0.07 0.36 0.99 0.485 0.485 1.00 0.4851.00 No1.00 17 7.20 0.43 0.07 0.36 0.99 0.487 0.487 1.00 0.4871.00 No1.00 18 7.27 0.44 0.07 0.37 0.99 0.489 0.489 1.00 0.4891.00 No1.00 19 7.36 0.44 0.07 0.37 0.98 0.492 0.492 1.00 0.4921.00 No1.00 20 7.40 0.44 0.08 0.37 0.98 0.493 0.493 1.00 0.4931.00 No1.00 21 7.42 0.45 0.08 0.37 0.98 0.494 0.494 1.00 0.4941.00 No1.00 22 7.45 0.45 0.08 0.37 0.98 0.494 0.494 1.00 0.4941.00 No1.00 23 7.51 0.45 0.08 0.37 0.98 0.496 0.496 1.00 0.4961.00 No1.00 24 7.58 0.45 0.08 0.37 0.98 0.498 0.498 1.00 0.4981.00 No1.00 25 7.72 0.46 0.08 0.38 0.98 0.502 0.502 1.00 0.5021.00 No1.00 26 7.79 0.46 0.09 0.38 0.98 0.504 0.504 1.00 0.5041.00 No1.00 27 7.83 0.47 0.09 0.38 0.98 0.505 0.505 1.00 0.5051.00 No1.00 28 7.86 0.47 0.09 0.38 0.98 0.506 0.506 1.00 0.5061.00 No1.00 29 7.91 0.47 0.09 0.38 0.98 0.507 0.507 1.00 0.5071.00 No1.00 30 8.01 0.48 0.09 0.38 0.98 0.510 0.510 1.00 0.5101.00 No1.00 31 8.04 0.48 0.09 0.38 0.98 0.510 0.511 1.00 0.5111.00 No1.00 32 8.11 0.48 0.10 0.38 0.98 0.512 0.512 1.00 0.5121.00 No1.00 33 8.17 0.48 0.10 0.39 0.98 0.514 0.514 1.00 0.5141.00 No1.00 34 8.28 0.49 0.10 0.39 0.98 0.517 0.517 1.00 0.5171.00 No1.00 35 8.35 0.49 0.10 0.39 0.98 0.519 0.519 1.00 0.5191.00 No1.00 36 8.40 0.50 0.11 0.39 0.98 0.520 0.520 1.00 0.5201.00 No1.00 37 8.49 0.50 0.11 0.39 0.98 0.522 0.523 1.00 0.5231.00 No1.00 38 8.55 0.50 0.11 0.39 0.98 0.524 0.524 1.00 0.5241.00 No1.00 39 8.61 0.51 0.11 0.39 0.98 0.525 0.526 1.00 0.5261.00 No1.00 40 8.69 0.51 0.12 0.40 0.98 0.527 0.528 1.00 0.5281.00 No1.00 41 8.75 0.51 0.12 0.40 0.98 0.529 0.529 1.00 0.5291.00 No1.00 42 8.80 0.52 0.12 0.40 0.98 0.530 0.530 1.00 0.5301.00 No1.00 43 8.86 0.52 0.12 0.40 0.98 0.532 0.532 1.00 0.5321.00 No1.00 44 8.92 0.52 0.12 0.40 0.98 0.533 0.533 1.00 0.5331.00 No1.00 45 8.97 0.52 0.12 0.40 0.98 0.534 0.535 1.00 0.5351.00 No1.00 46 9.08 0.53 0.13 0.40 0.98 0.537 0.537 1.00 0.5371.00 No1.00 47 9.14 0.53 0.13 0.40 0.98 0.539 0.539 1.00 0.5391.00 No1.00 48 9.20 0.54 0.13 0.41 0.98 0.540 0.540 1.00 0.5401.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 12 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 49 9.25 0.54 0.13 0.41 0.98 0.541 0.541 1.00 0.5411.00 No1.00 50 9.31 0.54 0.13 0.41 0.98 0.543 0.543 1.00 0.5431.00 No1.00 51 9.35 0.54 0.14 0.41 0.98 0.543 0.544 1.00 0.5441.00 No1.00 52 9.42 0.55 0.14 0.41 0.98 0.545 0.545 1.00 0.5451.00 No1.00 53 9.50 0.55 0.14 0.41 0.98 0.547 0.547 1.00 0.5471.00 No1.00 54 9.55 0.55 0.14 0.41 0.98 0.548 0.548 1.00 0.5481.00 No1.00 55 9.66 0.56 0.15 0.41 0.98 0.551 0.551 1.00 0.5511.00 No1.00 56 9.72 0.56 0.15 0.42 0.98 0.552 0.552 1.00 0.5521.00 No1.00 57 9.76 0.56 0.15 0.42 0.98 0.553 0.553 1.00 0.5531.00 No1.00 58 9.84 0.57 0.15 0.42 0.98 0.555 0.555 1.00 0.5551.00 No1.00 59 9.91 0.57 0.15 0.42 0.98 0.556 0.556 1.00 0.5561.00 No1.00 60 9.96 0.58 0.15 0.42 0.98 0.557 0.558 1.00 0.5581.00 No1.00 61 10.02 0.58 0.16 0.42 0.98 0.559 0.559 1.00 0.5591.00 No1.00 62 10.07 0.58 0.16 0.42 0.98 0.560 0.560 1.00 0.5601.00 No1.00 63 10.19 0.59 0.16 0.43 0.98 0.562 0.562 1.00 0.5621.00 No1.00 64 10.24 0.59 0.16 0.43 0.98 0.563 0.564 1.00 0.5641.00 No1.00 65 10.30 0.59 0.17 0.43 0.98 0.565 0.565 1.00 0.5651.00 No1.00 66 10.36 0.60 0.17 0.43 0.98 0.566 0.566 1.00 0.5661.00 No1.00 67 10.41 0.60 0.17 0.43 0.98 0.567 0.567 1.00 0.5671.00 No1.00 68 10.51 0.60 0.17 0.43 0.98 0.569 0.569 1.00 0.5691.00 No1.00 69 10.57 0.61 0.17 0.43 0.98 0.570 0.570 1.00 0.5701.00 No1.00 70 10.62 0.61 0.18 0.43 0.98 0.571 0.571 1.00 0.5711.00 No1.00 71 10.67 0.61 0.18 0.44 0.98 0.572 0.572 1.00 0.5721.00 No1.00 72 10.78 0.62 0.18 0.44 0.98 0.574 0.574 1.00 0.5741.00 No1.00 73 10.82 0.62 0.18 0.44 0.98 0.574 0.575 1.00 0.5751.00 No1.00 74 10.87 0.62 0.18 0.44 0.98 0.575 0.575 1.00 0.5751.00 No1.00 75 10.94 0.63 0.19 0.44 0.98 0.576 0.577 1.00 0.5771.00 No1.00 76 11.01 0.63 0.19 0.45 0.98 0.578 0.578 1.00 0.5781.00 No1.00 77 11.07 0.64 0.19 0.45 0.98 0.579 0.579 1.00 0.5791.00 No1.00 78 11.12 0.64 0.19 0.45 0.98 0.579 0.580 1.00 0.5801.00 No1.00 79 11.20 0.64 0.19 0.45 0.98 0.581 0.581 1.00 0.5811.00 No1.00 80 11.28 0.65 0.20 0.45 0.98 0.582 0.582 1.00 0.5821.00 No1.00 81 11.35 0.65 0.20 0.45 0.98 0.583 0.583 1.00 0.5831.00 No1.00 82 11.38 0.65 0.20 0.46 0.98 0.584 0.584 1.00 0.5841.00 No1.00 83 11.45 0.66 0.20 0.46 0.98 0.585 0.585 1.00 0.5851.00 No1.00 84 11.55 0.66 0.20 0.46 0.98 0.586 0.586 1.00 0.5861.00 No1.00 85 11.59 0.67 0.21 0.46 0.98 0.587 0.587 1.00 0.5871.00 No1.00 86 11.65 0.67 0.21 0.46 0.98 0.588 0.588 1.00 0.5881.00 No1.00 87 11.73 0.68 0.21 0.47 0.98 0.589 0.589 1.00 0.5891.00 No1.00 88 11.80 0.68 0.21 0.47 0.98 0.590 0.590 1.00 0.5901.00 No1.00 89 11.85 0.68 0.21 0.47 0.98 0.591 0.591 1.00 0.5911.00 No1.00 90 11.91 0.69 0.22 0.47 0.98 0.592 0.592 1.00 0.5921.00 No1.00 91 11.98 0.69 0.22 0.47 0.97 0.593 0.593 1.00 0.5931.00 No1.00 92 12.05 0.69 0.22 0.47 0.97 0.594 0.594 1.00 0.5941.00 No1.00 93 12.11 0.70 0.22 0.48 0.97 0.594 0.595 1.00 0.5951.00 No1.00 94 12.20 0.70 0.22 0.48 0.97 0.596 0.596 1.00 0.5961.00 No1.00 95 12.26 0.71 0.23 0.48 0.97 0.597 0.597 1.00 0.5971.00 No1.00 96 12.30 0.71 0.23 0.48 0.97 0.597 0.597 1.00 0.5971.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 13 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 97 12.40 0.72 0.23 0.48 0.97 0.599 0.599 1.00 0.5991.00 No1.00 98 12.46 0.72 0.23 0.49 0.97 0.599 0.600 1.00 0.6001.00 No1.00 99 12.53 0.72 0.23 0.49 0.97 0.600 0.601 1.00 0.6011.00 No1.00 100 12.57 0.72 0.24 0.49 0.97 0.601 0.601 1.00 0.6011.00 No1.00 101 12.64 0.73 0.24 0.49 0.97 0.602 0.602 1.00 0.6021.00 No1.00 102 12.70 0.73 0.24 0.49 0.97 0.603 0.603 1.00 0.6031.00 No1.00 103 12.79 0.74 0.24 0.50 0.97 0.604 0.604 1.00 0.6041.00 No1.00 104 12.83 0.74 0.24 0.50 0.97 0.604 0.604 1.00 0.6041.00 No1.00 105 12.91 0.75 0.25 0.50 0.97 0.605 0.605 1.00 0.6051.00 No1.00 106 12.96 0.75 0.25 0.50 0.97 0.606 0.606 1.00 0.6061.00 No1.00 107 13.02 0.75 0.25 0.50 0.97 0.606 0.607 1.00 0.6071.00 No1.00 108 13.11 0.76 0.25 0.50 0.97 0.607 0.608 1.00 0.6081.00 No1.00 109 13.17 0.76 0.25 0.51 0.97 0.608 0.608 1.00 0.6081.00 No1.00 110 13.22 0.76 0.26 0.51 0.97 0.609 0.609 1.00 0.6091.00 No1.00 111 13.29 0.77 0.26 0.51 0.97 0.610 0.610 1.00 0.6101.00 No1.00 112 13.35 0.77 0.26 0.51 0.97 0.610 0.610 1.00 0.6101.00 No1.00 113 13.42 0.78 0.26 0.51 0.97 0.611 0.611 1.00 0.6111.00 No1.00 114 13.50 0.78 0.27 0.52 0.97 0.612 0.612 1.00 0.6121.00 No1.00 115 13.56 0.79 0.27 0.52 0.97 0.612 0.613 1.00 0.6131.00 No1.00 116 13.63 0.79 0.27 0.52 0.97 0.613 0.613 1.00 0.6131.00 No1.00 117 13.69 0.79 0.27 0.52 0.97 0.614 0.614 1.00 0.6141.00 No1.00 118 13.75 0.80 0.27 0.52 0.97 0.614 0.614 1.00 0.6141.00 No1.00 119 13.81 0.80 0.27 0.53 0.97 0.615 0.615 1.00 0.6151.00 No1.00 120 13.88 0.81 0.28 0.53 0.97 0.616 0.616 1.00 0.6161.00 No1.00 121 13.96 0.81 0.28 0.53 0.97 0.616 0.617 1.00 0.6171.00 No1.00 122 14.01 0.81 0.28 0.53 0.97 0.617 0.617 1.00 0.6171.00 No1.00 123 14.07 0.82 0.28 0.53 0.97 0.617 0.618 1.00 0.6181.00 No1.00 124 14.15 0.82 0.29 0.54 0.97 0.618 0.618 1.00 0.6181.00 No1.00 125 14.21 0.83 0.29 0.54 0.97 0.619 0.619 1.00 0.6191.00 No1.00 126 14.29 0.83 0.29 0.54 0.97 0.620 0.620 1.00 0.6201.00 No1.00 127 14.34 0.83 0.29 0.54 0.97 0.620 0.620 1.00 0.6201.00 No1.00 128 14.41 0.84 0.29 0.54 0.97 0.621 0.621 1.00 0.6211.00 No1.00 129 14.46 0.84 0.30 0.55 0.97 0.621 0.622 1.00 0.6221.00 No1.00 130 14.55 0.85 0.30 0.55 0.97 0.622 0.623 1.00 0.6231.00 No1.00 131 14.61 0.85 0.30 0.55 0.97 0.623 0.623 1.00 0.6231.00 No1.00 132 14.67 0.85 0.30 0.55 0.97 0.624 0.624 1.00 0.6241.00 No1.00 133 14.76 0.86 0.30 0.55 0.97 0.624 0.625 1.00 0.6251.00 No1.00 134 14.81 0.86 0.31 0.56 0.97 0.625 0.625 1.00 0.6251.00 No1.00 135 14.86 0.87 0.31 0.56 0.97 0.626 0.626 1.00 0.6261.00 No1.00 136 14.93 0.87 0.31 0.56 0.97 0.626 0.626 1.00 0.6261.00 No1.00 137 14.99 0.87 0.31 0.56 0.97 0.627 0.627 1.00 0.6271.00 No1.00 138 15.06 0.88 0.31 0.56 0.97 0.627 0.628 1.00 0.6281.00 No1.00 139 15.15 0.88 0.32 0.57 0.97 0.628 0.628 1.00 0.6281.00 No1.00 140 15.21 0.89 0.32 0.57 0.97 0.629 0.629 1.00 0.6291.00 No1.00 141 15.26 0.89 0.32 0.57 0.97 0.629 0.629 1.00 0.6291.00 No1.00 142 15.33 0.89 0.32 0.57 0.97 0.630 0.630 1.00 0.6301.00 No1.00 143 15.40 0.90 0.32 0.57 0.97 0.630 0.630 1.00 0.6301.00 No1.00 144 15.46 0.90 0.33 0.58 0.97 0.631 0.631 1.00 0.6311.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 14 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 145 15.53 0.91 0.33 0.58 0.97 0.631 0.631 1.00 0.6311.00 No1.00 146 15.60 0.91 0.33 0.58 0.97 0.632 0.632 1.00 0.6321.00 No1.00 147 15.66 0.92 0.33 0.58 0.97 0.632 0.632 1.00 0.6321.00 No1.00 148 15.72 0.92 0.33 0.58 0.97 0.633 0.633 1.00 0.6331.00 No1.00 149 15.78 0.92 0.34 0.59 0.97 0.633 0.633 1.00 0.6331.00 No1.00 150 15.86 0.93 0.34 0.59 0.97 0.634 0.634 1.00 0.6341.00 No1.00 151 15.92 0.93 0.34 0.59 0.97 0.634 0.634 1.00 0.6341.00 No1.00 152 15.99 0.94 0.34 0.59 0.97 0.635 0.635 1.00 0.6351.00 No1.00 153 16.04 0.94 0.34 0.59 0.97 0.635 0.635 1.00 0.6351.00 No1.00 154 16.13 0.94 0.35 0.60 0.97 0.636 0.636 1.00 0.6361.00 No1.00 155 16.18 0.95 0.35 0.60 0.97 0.636 0.636 1.00 0.6361.00 No1.00 156 16.25 0.95 0.35 0.60 0.97 0.636 0.637 1.00 0.6371.00 No1.00 157 16.32 0.96 0.35 0.60 0.97 0.637 0.637 1.00 0.6371.00 No1.00 158 16.37 0.96 0.35 0.60 0.97 0.637 0.637 1.00 0.6371.00 No1.00 159 16.47 0.97 0.36 0.61 0.97 0.638 0.638 1.00 0.6381.00 No1.00 160 16.52 0.97 0.36 0.61 0.97 0.638 0.638 1.00 0.6381.00 No1.00 161 16.57 0.97 0.36 0.61 0.97 0.639 0.639 1.00 0.6391.00 No1.00 162 16.65 0.98 0.36 0.61 0.96 0.639 0.639 1.00 0.6391.00 No1.00 163 16.70 0.98 0.37 0.62 0.96 0.639 0.640 1.00 0.6401.00 No1.00 164 16.78 0.99 0.37 0.62 0.96 0.640 0.640 1.00 0.6401.00 No1.00 165 16.83 0.99 0.37 0.62 0.96 0.640 0.640 1.00 0.6401.00 No1.00 166 16.90 0.99 0.37 0.62 0.96 0.640 0.641 1.00 0.6411.00 No1.00 167 16.97 1.00 0.37 0.63 0.96 0.641 0.641 1.00 0.6411.00 No1.00 168 17.03 1.00 0.38 0.63 0.96 0.641 0.641 1.00 0.6411.00 No1.00 169 17.11 1.01 0.38 0.63 0.96 0.642 0.642 1.00 0.6421.00 No1.00 170 17.16 1.01 0.38 0.63 0.96 0.642 0.642 1.00 0.6421.00 No1.00 171 17.23 1.01 0.38 0.63 0.96 0.642 0.642 1.00 0.6421.00 No1.00 172 17.29 1.02 0.38 0.64 0.96 0.643 0.643 1.00 0.6431.00 No1.00 173 17.35 1.02 0.39 0.64 0.96 0.643 0.643 1.00 0.6431.00 No1.00 174 17.43 1.03 0.39 0.64 0.96 0.643 0.643 1.00 0.6431.00 No1.00 175 17.50 1.03 0.39 0.64 0.96 0.644 0.644 1.00 0.6441.00 No1.00 176 17.55 1.04 0.39 0.64 0.96 0.644 0.644 1.00 0.6441.00 No1.00 177 17.65 1.04 0.39 0.65 0.96 0.645 0.645 1.00 0.6451.00 No1.00 178 17.69 1.04 0.40 0.65 0.96 0.645 0.645 1.00 0.6451.00 No1.00 179 17.76 1.05 0.40 0.65 0.96 0.646 0.646 1.00 0.6461.00 No1.00 180 17.81 1.05 0.40 0.65 0.96 0.647 0.647 1.00 0.6471.00 No1.00 181 17.94 1.05 0.40 0.65 0.96 0.648 0.649 1.00 0.6491.00 No1.00 Depth:σv:u0: σv': rd:CSR: MSF:CSReq:Kσ: CSR*: Depth from free surface, at which CPT was performed (ft) Total overburden pressure at test point (tsf) Water pressure at test point (tsf) Effective overburden pressure based on GWT during earthquake (tsf) Nonlinear shear mass factor Cyclic Stress Ratio Magnitude Scaling Factor CSR adjusted for M=7.5 Effective overburden stress factor CSR fully adjusted Abbreviations CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 15 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 1 1.19 3.58 2.51 1.00 1.90 24.38 46.29 3.600 No Yes6.08 2.00 2 2.37 3.19 1.34 1.00 3.80 12.48 47.44 3.600 No Yes6.15 2.00 3 4.44 2.86 0.84 0.86 7.12 6.58 46.85 3.600 No Yes6.20 2.00 4 6.51 2.69 0.76 0.81 10.45 4.58 47.79 3.600 No Yes6.28 2.00 5 8.39 2.60 0.82 0.79 13.46 3.76 50.57 3.600 No Yes6.35 2.00 6 8.66 2.63 1.01 0.80 13.88 4.02 55.87 3.600 No Yes6.40 2.00 7 9.54 2.60 1.05 0.79 15.29 3.76 57.46 3.600 No Yes6.47 2.00 8 10.46 2.56 1.00 0.77 16.76 3.39 56.78 0.097 No No6.55 0.21 9 13.03 2.43 0.81 0.74 20.88 2.53 52.88 0.094 No No6.59 0.20 10 14.48 2.37 0.73 0.72 23.22 2.21 51.38 0.093 No No6.70 0.20 11 15.94 2.31 0.67 0.70 25.56 1.97 50.44 0.092 No No6.75 0.19 12 16.71 2.28 0.64 0.69 26.79 1.87 50.02 0.092 No No6.80 0.19 13 17.48 2.26 0.61 0.69 28.01 1.78 49.81 0.091 No No6.89 0.19 14 18.25 2.23 0.58 0.68 29.24 1.70 49.69 0.091 No No6.96 0.19 15 18.94 2.21 0.57 0.67 30.34 1.65 50.01 0.092 No No7.05 0.19 16 19.63 2.20 0.56 0.67 31.44 1.61 50.59 0.092 No No7.13 0.19 17 20.12 2.19 0.57 0.67 32.24 1.59 51.27 0.093 No No7.20 0.19 18 20.51 2.19 0.59 0.67 32.85 1.59 52.26 0.093 No No7.27 0.19 19 20.62 2.20 0.62 0.67 33.02 1.61 53.22 0.094 No No7.36 0.19 20 20.58 2.21 0.66 0.67 32.96 1.64 54.20 0.095 No No7.40 0.19 21 20.54 2.22 0.69 0.67 32.89 1.67 54.91 0.095 No No7.42 0.19 22 20.77 2.23 0.72 0.68 33.26 1.68 55.91 0.096 No No7.45 0.19 23 21.35 2.22 0.74 0.67 34.17 1.67 57.06 0.097 No No7.51 0.20 24 21.92 2.22 0.79 0.68 35.09 1.68 58.91 0.099 No No7.58 0.20 25 22.26 2.23 0.82 0.68 35.63 1.69 60.27 0.100 No No7.72 0.20 26 22.30 2.24 0.86 0.68 35.68 1.71 61.16 0.101 No No7.79 0.20 27 22.38 2.23 0.85 0.68 35.80 1.71 61.12 0.101 No No7.83 0.20 28 22.68 2.22 0.83 0.68 36.29 1.68 60.89 0.101 No No7.86 0.20 29 23.11 2.21 0.80 0.67 36.97 1.64 60.53 0.101 No No7.91 0.20 30 23.56 2.19 0.76 0.67 37.70 1.59 59.95 0.100 No No8.01 0.20 31 23.83 2.16 0.68 0.66 38.13 1.53 58.17 0.098 No No8.04 0.19 32 23.91 2.13 0.59 0.65 38.24 1.47 56.19 0.096 No No8.11 0.19 33 24.18 2.09 0.48 0.63 38.67 1.00 38.67 0.082 No No8.17 0.16 34 24.90 2.05 0.41 0.62 39.83 1.00 39.83 0.083 No No8.28 0.16 35 25.82 2.01 0.36 0.61 41.30 1.00 41.30 0.084 No No8.35 0.16 36 26.36 2.00 0.35 0.61 42.16 1.00 42.16 0.085 No No8.40 0.16 37 26.32 2.00 0.35 0.61 42.09 1.00 42.09 0.085 No No8.49 0.16 38 26.17 2.00 0.36 0.61 41.84 1.00 41.84 0.085 No No8.55 0.16 39 26.02 2.01 0.37 0.61 41.59 1.00 41.59 0.085 No No8.61 0.16 40 25.59 2.03 0.39 0.62 40.90 1.00 40.90 0.084 No No8.69 0.16 41 24.82 2.05 0.42 0.62 39.66 1.00 39.66 0.083 No No8.75 0.16 42 23.67 2.09 0.47 0.64 37.81 1.00 37.81 0.081 No No8.80 0.15 43 22.52 2.12 0.50 0.65 35.96 1.46 52.39 0.093 No No8.86 0.18 44 21.37 2.16 0.53 0.65 34.11 1.51 51.67 0.093 No No8.92 0.17 45 20.11 2.20 0.58 0.67 32.07 1.61 51.50 0.093 No No8.97 0.17 46 19.12 2.24 0.64 0.68 30.47 1.71 52.22 0.093 No No9.08 0.17 47 18.35 2.28 0.72 0.69 29.23 1.83 53.64 0.094 No No9.14 0.18 48 18.12 2.29 0.75 0.69 28.86 1.89 54.46 0.095 No No9.20 0.18 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 16 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 49 17.97 2.30 0.77 0.70 28.60 1.91 54.69 0.095 No No9.25 0.18 50 17.93 2.29 0.76 0.70 28.54 1.90 54.34 0.095 No No9.31 0.17 51 17.97 2.29 0.74 0.69 28.59 1.88 53.86 0.095 No No9.35 0.17 52 18.12 2.28 0.71 0.69 28.83 1.85 53.30 0.094 No No9.42 0.17 53 18.27 2.27 0.69 0.69 29.07 1.82 52.82 0.094 No No9.50 0.17 54 18.43 2.25 0.65 0.68 29.32 1.76 51.59 0.093 No No9.55 0.17 55 18.50 2.23 0.60 0.68 29.43 1.71 50.27 0.092 No No9.66 0.17 56 18.54 2.22 0.55 0.67 29.49 1.66 48.95 0.091 No No9.72 0.16 57 18.62 2.22 0.55 0.67 29.61 1.66 49.03 0.091 No No9.76 0.16 58 18.81 2.22 0.58 0.68 29.90 1.68 50.17 0.092 No No9.84 0.17 59 19.19 2.24 0.64 0.68 30.51 1.71 52.15 0.093 No No9.91 0.17 60 19.80 2.24 0.69 0.68 31.49 1.72 54.12 0.095 No No9.96 0.17 61 20.72 2.23 0.72 0.68 32.97 1.69 55.71 0.096 No No10.02 0.17 62 22.45 2.19 0.70 0.67 35.73 1.60 57.11 0.097 No No10.07 0.17 63 24.36 2.15 0.68 0.65 38.80 1.51 58.68 0.099 No No10.19 0.18 64 26.43 2.12 0.67 0.64 42.12 1.45 61.11 0.101 No No10.24 0.18 65 27.66 2.11 0.69 0.64 44.09 1.44 63.28 0.104 No No10.30 0.18 66 28.69 2.11 0.72 0.64 45.74 1.43 65.33 0.106 No No10.36 0.19 67 30.00 2.10 0.74 0.64 47.83 1.41 67.64 0.109 No No10.41 0.19 68 31.83 2.09 0.78 0.63 50.78 1.40 71.01 0.113 No No10.51 0.20 69 34.28 2.08 0.85 0.63 54.71 1.39 75.96 0.121 No No10.57 0.21 70 37.20 2.07 0.92 0.63 59.39 1.38 81.76 0.131 No No10.62 0.23 71 43.87 2.02 0.95 0.61 70.09 1.32 92.68 0.154 No No10.67 0.27 72 52.68 1.94 0.89 0.59 84.24 1.26 106.25 0.192 No No10.78 0.33 73 63.02 1.85 0.80 0.56 100.85 1.20 120.85 0.244 No No10.82 0.42 74 72.14 1.77 0.71 0.54 115.50 1.11 128.75 0.278 No No10.87 0.48 75 79.15 1.73 0.68 0.53 126.76 1.04 132.15 0.295 No No10.94 0.51 76 83.21 1.71 0.69 0.52 133.27 1.01 134.64 0.307 No No11.01 0.53 77 83.98 1.71 0.70 0.52 134.50 1.01 136.14 0.315 No No11.07 0.54 78 83.79 1.71 0.68 0.52 134.19 1.00 134.19 0.305 No No11.12 0.53 79 83.56 1.70 0.65 0.52 133.82 1.00 133.82 0.303 No No11.20 0.52 80 85.44 1.68 0.62 0.51 136.83 1.00 136.83 0.318 No No11.28 0.55 81 88.20 1.66 0.61 0.51 141.26 1.00 141.26 0.342 No No11.35 0.59 82 91.80 1.64 0.60 0.50 147.04 1.00 147.04 0.376 No No11.38 0.64 83 93.83 1.64 0.62 0.50 150.30 1.00 150.30 0.396 No No11.45 0.68 84 95.40 1.64 0.64 0.50 152.81 1.00 152.81 0.412 No No11.55 0.70 85 97.05 1.65 0.66 0.50 155.45 1.00 155.45 0.429 No No11.59 0.73 86 98.39 1.65 0.68 0.50 157.60 1.00 157.60 0.444 No No11.65 0.76 87 99.00 1.66 0.70 0.50 158.57 1.00 158.57 0.451 No No11.73 0.77 88 98.69 1.66 0.71 0.51 158.07 1.00 158.07 0.447 No No11.80 0.76 89 98.35 1.67 0.72 0.51 157.52 1.00 157.52 0.443 No No11.85 0.75 90 99.31 1.66 0.71 0.51 159.06 1.00 159.06 0.454 No No11.91 0.77 91 102.30 1.64 0.69 0.50 163.85 1.00 163.85 0.489 No No11.98 0.82 92 106.59 1.61 0.65 0.50 170.74 1.00 170.74 0.543 No No12.05 0.91 93 110.07 1.58 0.61 0.50 176.33 1.00 176.33 0.590 No No12.11 0.99 94 111.64 1.56 0.58 0.50 178.84 1.00 178.84 0.612 No No12.20 1.03 95 112.22 1.55 0.56 0.50 179.76 1.00 179.76 0.620 No No12.26 1.04 96 114.17 1.54 0.55 0.50 182.89 1.00 182.89 0.649 No No12.30 1.09 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 17 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 97 116.47 1.53 0.54 0.50 186.58 1.00 186.58 0.684 No No12.40 1.14 98 119.00 1.53 0.55 0.50 190.64 1.00 190.64 0.724 No No12.46 1.21 99 120.72 1.53 0.56 0.50 193.40 1.00 193.40 0.753 No No12.53 1.25 100 123.63 1.52 0.56 0.50 198.07 1.00 198.07 0.803 No No12.57 1.34 101 127.19 1.51 0.56 0.50 203.79 1.00 203.79 4.000 No No12.64 2.00 102 132.56 1.49 0.55 0.50 212.40 1.00 212.40 4.000 No No12.70 2.00 103 138.08 1.48 0.55 0.50 221.26 1.00 221.26 4.000 No No12.79 2.00 104 145.17 1.46 0.54 0.50 232.64 1.00 232.64 4.000 No No12.83 2.00 105 152.87 1.44 0.53 0.50 245.01 1.00 245.01 4.000 No No12.91 2.00 106 161.06 1.41 0.52 0.50 258.17 1.00 258.17 4.000 No No12.96 2.00 107 169.99 1.38 0.50 0.50 272.51 1.00 272.51 4.000 No No13.02 2.00 108 178.96 1.36 0.49 0.50 286.90 1.00 286.90 4.000 No No13.11 2.00 109 187.77 1.35 0.49 0.50 301.05 1.00 301.05 4.000 No No13.17 2.00 110 196.31 1.34 0.51 0.50 314.77 1.00 314.77 4.000 No No13.22 2.00 111 204.32 1.35 0.54 0.50 327.63 1.00 327.63 4.000 No No13.29 2.00 112 212.59 1.36 0.58 0.50 340.92 1.00 340.92 4.000 No No13.35 2.00 113 218.61 1.38 0.64 0.50 350.58 1.00 350.58 4.000 No No13.42 2.00 114 222.55 1.40 0.68 0.50 356.91 1.00 356.91 4.000 No No13.50 2.00 115 224.51 1.41 0.72 0.50 360.04 1.00 360.04 4.000 No No13.56 2.00 116 225.73 1.42 0.74 0.50 362.00 1.00 362.00 4.000 No No13.63 2.00 117 227.42 1.42 0.74 0.50 364.70 1.00 364.70 4.000 No No13.69 2.00 118 228.61 1.41 0.73 0.50 366.61 1.00 366.61 4.000 No No13.75 2.00 119 229.11 1.39 0.69 0.50 367.41 1.00 367.41 4.000 No No13.81 2.00 120 227.35 1.35 0.61 0.50 364.57 1.00 364.57 4.000 No No13.88 2.00 121 224.40 1.31 0.52 0.50 359.82 1.00 359.82 4.000 No No13.96 2.00 122 219.88 1.28 0.46 0.50 352.56 1.00 352.56 4.000 No No14.01 2.00 123 216.78 1.26 0.43 0.50 347.57 1.00 347.57 4.000 No No14.07 2.00 124 212.67 1.24 0.40 0.50 340.97 1.00 340.97 4.000 No No14.15 2.00 125 213.71 1.21 0.35 0.50 342.63 1.00 342.63 4.000 No No14.21 2.00 126 215.39 1.18 0.32 0.50 345.32 1.00 345.32 4.000 No No14.29 2.00 127 219.14 1.15 0.29 0.50 351.35 1.00 351.35 4.000 No No14.34 2.00 128 219.30 1.14 0.28 0.50 351.59 1.00 351.59 4.000 No No14.41 2.00 129 216.77 1.14 0.28 0.50 347.52 1.00 347.52 4.000 No No14.46 2.00 130 212.75 1.15 0.27 0.50 341.05 1.00 341.05 4.000 No No14.55 2.00 131 207.39 1.15 0.27 0.50 332.43 1.00 332.43 4.000 No No14.61 2.00 132 203.40 1.16 0.27 0.50 326.03 1.00 326.03 4.000 No No14.67 2.00 133 202.48 1.16 0.27 0.50 324.25 1.00 324.25 4.000 No No14.76 2.00 134 205.05 1.16 0.28 0.50 327.65 1.00 327.65 4.000 No No14.81 2.00 135 209.42 1.17 0.29 0.50 334.01 1.00 334.01 4.000 No No14.86 2.00 136 212.33 1.18 0.31 0.50 337.76 1.00 337.76 4.000 No No14.93 2.00 137 213.21 1.21 0.35 0.50 338.38 1.00 338.38 4.000 No No14.99 2.00 138 215.28 1.26 0.42 0.50 340.69 1.00 340.69 4.000 No No15.06 2.00 139 218.57 1.31 0.50 0.50 344.63 1.00 344.63 4.000 No No15.15 2.00 140 222.48 1.36 0.59 0.50 350.01 1.00 350.01 4.000 No No15.21 2.00 141 224.17 1.39 0.66 0.50 351.81 1.00 351.81 4.000 No No15.26 2.00 142 224.09 1.42 0.72 0.50 350.75 1.00 350.75 4.000 No No15.33 2.00 143 221.53 1.44 0.75 0.50 345.67 1.00 345.67 4.000 No No15.40 2.00 144 217.16 1.45 0.76 0.50 337.92 1.00 337.92 4.000 No No15.46 2.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 18 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 145 213.48 1.44 0.73 0.50 331.34 1.00 331.34 4.000 No No15.53 2.00 146 211.99 1.41 0.66 0.50 327.95 1.00 327.95 4.000 No No15.60 2.00 147 211.91 1.37 0.58 0.50 327.04 1.00 327.04 4.000 No No15.66 2.00 148 213.21 1.34 0.53 0.50 328.28 1.00 328.28 4.000 No No15.72 2.00 149 214.90 1.33 0.51 0.50 330.16 1.00 330.16 4.000 No No15.78 2.00 150 216.74 1.32 0.50 0.50 332.01 1.00 332.01 4.000 No No15.86 2.00 151 217.08 1.33 0.52 0.50 331.77 1.00 331.77 4.000 No No15.92 2.00 152 216.82 1.35 0.55 0.50 330.47 1.00 330.47 4.000 No No15.99 2.00 153 217.09 1.39 0.61 0.50 330.18 1.00 330.18 4.000 No No16.04 2.00 154 218.20 1.42 0.68 0.50 330.77 1.00 330.77 4.000 No No16.13 2.00 155 220.69 1.44 0.73 0.50 333.77 1.00 333.77 4.000 No No16.18 2.00 156 223.79 1.45 0.75 0.50 337.58 1.00 337.58 4.000 No No16.25 2.00 157 227.31 1.45 0.76 0.50 341.93 1.00 341.93 4.000 No No16.32 2.00 158 231.68 1.44 0.76 0.50 347.83 1.00 347.83 4.000 No No16.37 2.00 159 236.09 1.44 0.76 0.50 353.17 1.00 353.17 4.000 No No16.47 2.00 160 241.10 1.43 0.76 0.50 359.87 1.00 359.87 4.000 No No16.52 2.00 161 245.28 1.44 0.79 0.50 365.41 1.00 365.41 4.000 No No16.57 2.00 162 249.15 1.45 0.83 0.50 370.08 1.00 370.08 4.000 No No16.65 2.00 163 251.76 1.47 0.88 0.50 373.14 1.00 373.14 4.000 No No16.70 2.00 164 253.21 1.48 0.91 0.50 374.24 1.00 374.24 4.000 No No16.78 2.00 165 253.33 1.50 0.96 0.50 373.65 1.00 373.65 4.000 No No16.83 2.00 166 252.33 1.51 0.98 0.50 371.09 1.00 371.09 4.000 No No16.90 2.00 167 251.06 1.51 0.98 0.50 368.20 1.00 368.20 4.000 No No16.97 2.00 168 249.65 1.51 0.97 0.50 365.32 1.00 365.32 4.000 No No17.03 2.00 169 248.80 1.51 0.97 0.50 362.93 1.00 362.93 4.000 No No17.11 2.00 170 248.00 1.52 0.98 0.50 361.12 1.00 361.12 4.000 No No17.16 2.00 171 247.46 1.52 0.99 0.50 359.38 1.00 359.38 4.000 No No17.23 2.00 172 247.00 1.53 1.02 0.50 357.85 1.00 357.85 4.000 No No17.29 2.00 173 246.54 1.54 1.04 0.50 356.28 1.00 356.28 4.000 No No17.35 2.00 174 250.26 1.54 1.06 0.50 360.62 1.00 360.62 4.000 No No17.43 2.00 175 256.81 1.51 0.98 0.50 369.13 1.00 369.13 4.000 No No17.50 2.00 176 269.41 1.34 0.61 0.50 386.53 1.00 386.53 4.000 No No17.55 2.00 177 282.05 1.07 0.26 0.50 403.41 1.00 403.41 4.000 No No17.65 2.00 178 295.00 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No17.69 2.00 179 305.11 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No17.76 2.00 180 247.84 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No17.81 2.00 181 187.43 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No17.94 2.00 Abbreviations Depth: qt:Ic:Fr:n:Qtn: Kc:Qtn,cs: CRR7.5: FS: Depth from free surface, at which CPT was performed (ft) Total cone resistanceSoil behavior type indexNormalized friction ratio (%)Stress exponentNormalized cone resistance Cone resistance correction factor due to finesNormalized and adjusted cone resistance Cyclic resistance ratio for Mw=7.5 Factor of safety against soil liquefaction CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 19 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Liquefaction Potential Index calculation data :: Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 6.08 2.00 0.00 0.00 0.07 0.00 6.15 2.00 0.00 0.00 0.07 0.00 6.20 2.00 0.00 0.00 0.05 0.00 6.28 2.00 0.00 0.00 0.08 0.00 6.35 2.00 0.00 0.00 0.07 0.00 6.40 2.00 0.00 0.00 0.05 0.00 6.47 2.00 0.00 0.00 0.07 0.00 6.55 0.21 0.79 0.28 0.07 0.16 6.59 0.20 0.80 0.28 0.04 0.10 6.70 0.20 0.80 0.28 0.10 0.23 6.75 0.19 0.81 0.27 0.05 0.11 6.80 0.19 0.81 0.27 0.05 0.12 6.89 0.19 0.81 0.27 0.08 0.19 6.96 0.19 0.81 0.27 0.07 0.15 7.05 0.19 0.81 0.27 0.10 0.21 7.13 0.19 0.81 0.27 0.08 0.18 7.20 0.19 0.81 0.27 0.06 0.14 7.27 0.19 0.81 0.27 0.07 0.16 7.36 0.19 0.81 0.27 0.09 0.19 7.40 0.19 0.81 0.27 0.05 0.10 7.42 0.19 0.81 0.27 0.02 0.05 7.45 0.19 0.81 0.27 0.03 0.06 7.51 0.20 0.80 0.28 0.06 0.14 7.58 0.20 0.80 0.28 0.06 0.13 7.72 0.20 0.80 0.28 0.14 0.30 7.79 0.20 0.80 0.28 0.07 0.15 7.83 0.20 0.80 0.28 0.04 0.08 7.86 0.20 0.80 0.28 0.04 0.08 7.91 0.20 0.80 0.28 0.04 0.09 8.01 0.20 0.80 0.28 0.10 0.21 8.04 0.19 0.81 0.27 0.03 0.07 8.11 0.19 0.81 0.27 0.07 0.15 8.17 0.16 0.84 0.26 0.06 0.14 8.28 0.16 0.84 0.26 0.11 0.25 8.35 0.16 0.84 0.26 0.06 0.14 8.40 0.16 0.84 0.26 0.05 0.12 8.49 0.16 0.84 0.26 0.10 0.21 8.55 0.16 0.84 0.26 0.06 0.12 8.61 0.16 0.84 0.26 0.06 0.12 8.69 0.16 0.84 0.26 0.08 0.18 8.75 0.16 0.84 0.26 0.06 0.14 8.80 0.15 0.85 0.26 0.05 0.11 8.86 0.18 0.82 0.27 0.06 0.13 8.92 0.17 0.83 0.27 0.06 0.14 8.97 0.17 0.83 0.27 0.05 0.10 9.08 0.17 0.83 0.27 0.11 0.24 9.14 0.18 0.82 0.27 0.06 0.13 9.20 0.18 0.82 0.27 0.06 0.13 9.25 0.18 0.82 0.27 0.05 0.11 9.31 0.17 0.83 0.27 0.06 0.12 9.35 0.17 0.83 0.27 0.04 0.09 9.42 0.17 0.83 0.27 0.07 0.16 9.50 0.17 0.83 0.27 0.08 0.17 9.55 0.17 0.83 0.27 0.05 0.10 9.66 0.17 0.83 0.26 0.11 0.24 9.72 0.16 0.84 0.26 0.06 0.13 9.76 0.16 0.84 0.26 0.04 0.09 9.84 0.17 0.83 0.26 0.08 0.18 9.91 0.17 0.83 0.26 0.06 0.14 9.96 0.17 0.83 0.27 0.05 0.12 10.02 0.17 0.83 0.27 0.05 0.12 10.07 0.17 0.83 0.27 0.06 0.12 10.19 0.18 0.82 0.27 0.12 0.25 10.24 0.18 0.82 0.27 0.06 0.12 10.30 0.18 0.82 0.27 0.06 0.13 10.36 0.19 0.81 0.27 0.05 0.11 10.41 0.19 0.81 0.27 0.05 0.11 10.51 0.20 0.80 0.28 0.10 0.21 10.57 0.21 0.79 0.28 0.06 0.11 10.62 0.23 0.77 0.29 0.05 0.09 10.67 0.27 0.73 0.31 0.05 0.09 10.78 0.33 0.67 0.34 0.11 0.19 10.82 0.42 0.58 0.41 0.04 0.06 10.87 0.48 0.52 0.46 0.05 0.06 10.94 0.51 0.49 0.49 0.07 0.09 11.01 0.53 0.47 0.52 0.08 0.09 11.07 0.54 0.46 0.54 0.06 0.07 11.12 0.53 0.47 0.51 0.05 0.06 11.20 0.52 0.48 0.50 0.08 0.10 11.28 0.55 0.45 0.54 0.08 0.09 11.35 0.59 0.41 0.60 0.07 0.07 11.38 0.64 0.36 0.73 0.04 0.03 11.45 0.68 0.32 0.83 0.07 0.05 11.55 0.70 0.30 0.93 0.10 0.07 11.59 0.73 0.27 1.07 0.04 0.03 11.65 0.76 0.24 1.22 0.06 0.04 11.73 0.77 0.23 1.30 0.08 0.05 11.80 0.76 0.24 1.24 0.07 0.04 11.85 0.75 0.25 1.19 0.04 0.03 11.91 0.77 0.23 1.32 0.06 0.04 11.98 0.82 0.00 0.00 0.07 0.03 12.05 0.91 0.00 0.00 0.07 0.02 12.11 0.99 0.00 0.00 0.05 0.00 12.20 1.03 0.00 0.00 0.09 0.00 12.26 1.04 0.00 0.00 0.06 0.00 12.30 1.09 0.00 0.00 0.04 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 20 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Liquefaction Potential Index calculation data :: (continued) Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 12.40 1.14 0.00 0.00 0.10 0.00 12.46 1.21 0.00 0.00 0.06 0.00 12.53 1.25 0.00 0.00 0.07 0.00 12.57 1.34 0.00 0.00 0.04 0.00 12.64 2.00 0.00 0.00 0.07 0.00 12.70 2.00 0.00 0.00 0.06 0.00 12.79 2.00 0.00 0.00 0.08 0.00 12.83 2.00 0.00 0.00 0.05 0.00 12.91 2.00 0.00 0.00 0.08 0.00 12.96 2.00 0.00 0.00 0.05 0.00 13.02 2.00 0.00 0.00 0.06 0.00 13.11 2.00 0.00 0.00 0.09 0.00 13.17 2.00 0.00 0.00 0.06 0.00 13.22 2.00 0.00 0.00 0.05 0.00 13.29 2.00 0.00 0.00 0.07 0.00 13.35 2.00 0.00 0.00 0.06 0.00 13.42 2.00 0.00 0.00 0.07 0.00 13.50 2.00 0.00 0.00 0.07 0.00 13.56 2.00 0.00 0.00 0.07 0.00 13.63 2.00 0.00 0.00 0.07 0.00 13.69 2.00 0.00 0.00 0.06 0.00 13.75 2.00 0.00 0.00 0.06 0.00 13.81 2.00 0.00 0.00 0.06 0.00 13.88 2.00 0.00 0.00 0.07 0.00 13.96 2.00 0.00 0.00 0.08 0.00 14.01 2.00 0.00 0.00 0.04 0.00 14.07 2.00 0.00 0.00 0.06 0.00 14.15 2.00 0.00 0.00 0.07 0.00 14.21 2.00 0.00 0.00 0.07 0.00 14.29 2.00 0.00 0.00 0.07 0.00 14.34 2.00 0.00 0.00 0.05 0.00 14.41 2.00 0.00 0.00 0.08 0.00 14.46 2.00 0.00 0.00 0.05 0.00 14.55 2.00 0.00 0.00 0.09 0.00 14.61 2.00 0.00 0.00 0.06 0.00 14.67 2.00 0.00 0.00 0.05 0.00 14.76 2.00 0.00 0.00 0.09 0.00 14.81 2.00 0.00 0.00 0.06 0.00 14.86 2.00 0.00 0.00 0.05 0.00 14.93 2.00 0.00 0.00 0.07 0.00 14.99 2.00 0.00 0.00 0.06 0.00 15.06 2.00 0.00 0.00 0.07 0.00 15.15 2.00 0.00 0.00 0.09 0.00 15.21 2.00 0.00 0.00 0.05 0.00 15.26 2.00 0.00 0.00 0.06 0.00 15.33 2.00 0.00 0.00 0.06 0.00 15.40 2.00 0.00 0.00 0.07 0.00 15.46 2.00 0.00 0.00 0.07 0.00 15.53 2.00 0.00 0.00 0.06 0.00 15.60 2.00 0.00 0.00 0.08 0.00 15.66 2.00 0.00 0.00 0.06 0.00 15.72 2.00 0.00 0.00 0.06 0.00 15.78 2.00 0.00 0.00 0.06 0.00 15.86 2.00 0.00 0.00 0.08 0.00 15.92 2.00 0.00 0.00 0.06 0.00 15.99 2.00 0.00 0.00 0.07 0.00 16.04 2.00 0.00 0.00 0.05 0.00 16.13 2.00 0.00 0.00 0.08 0.00 16.18 2.00 0.00 0.00 0.06 0.00 16.25 2.00 0.00 0.00 0.07 0.00 16.32 2.00 0.00 0.00 0.07 0.00 16.37 2.00 0.00 0.00 0.05 0.00 16.47 2.00 0.00 0.00 0.09 0.00 16.52 2.00 0.00 0.00 0.06 0.00 16.57 2.00 0.00 0.00 0.05 0.00 16.65 2.00 0.00 0.00 0.08 0.00 16.70 2.00 0.00 0.00 0.06 0.00 16.78 2.00 0.00 0.00 0.07 0.00 16.83 2.00 0.00 0.00 0.05 0.00 16.90 2.00 0.00 0.00 0.07 0.00 16.97 2.00 0.00 0.00 0.07 0.00 17.03 2.00 0.00 0.00 0.06 0.00 17.11 2.00 0.00 0.00 0.08 0.00 17.16 2.00 0.00 0.00 0.04 0.00 17.23 2.00 0.00 0.00 0.07 0.00 17.29 2.00 0.00 0.00 0.06 0.00 17.35 2.00 0.00 0.00 0.07 0.00 17.43 2.00 0.00 0.00 0.08 0.00 17.50 2.00 0.00 0.00 0.07 0.00 17.55 2.00 0.00 0.00 0.06 0.00 17.65 2.00 0.00 0.00 0.10 0.00 17.69 2.00 0.00 0.00 0.04 0.00 17.76 2.00 0.00 0.00 0.07 0.00 17.81 2.00 0.00 0.00 0.05 0.00 17.94 2.00 0.00 0.00 0.13 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 21 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Liquefaction Potential Index calculation data :: (continued) Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz Abbreviations Overall liquefaction potential: 10.38 LPI = 0.00 - Liquefaction risk very low LPI between 0.00 and 5.00 - Liquefaction risk low LPI between 5.00 and 15.00 - Liquefaction risk high LPI > 15.00 - Liquefaction risk very high FS: FL:wz:dz: LPI: Calculated factor of safety for test point1 - FSFunction value of the extend of soil liquefaction according to depthLayer thickness (ft)Liquefaction potential index value for test point CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 22 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot FS Plot FILL Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Vertical settlements FILL Settlement (in)1.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Vertical settlements Estimation of post-earthquake settlements Strain plot FILL Volumentric strain (%)6543210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Strain plot CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 23 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Abbreviations qt:Ic: FS: Volumentric strain: Total cone resistance (cone resistance qc corrected for pore water effects)Soil Behaviour Type Index Calculated Factor of Safety against liquefaction Post-liquefaction volumentric strain PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Post-earthquake settlement due to soil liquefaction :: Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 6.08 46.29 2.00 0.00 0.000.90 6.15 47.44 2.00 0.00 0.000.90 6.20 46.85 2.00 0.00 0.000.89 6.28 47.79 2.00 0.00 0.000.89 6.35 50.57 2.00 0.00 0.000.89 6.40 55.87 2.00 0.00 0.000.89 6.47 57.46 2.00 0.00 0.000.89 6.55 56.78 0.21 3.30 0.030.89 6.59 52.88 0.20 3.50 0.020.89 6.70 51.38 0.20 3.58 0.050.89 6.75 50.44 0.19 3.63 0.020.89 6.80 50.02 0.19 3.65 0.020.88 6.89 49.81 0.19 3.66 0.040.88 6.96 49.69 0.19 3.66 0.030.88 7.05 50.01 0.19 3.63 0.040.88 7.13 50.59 0.19 3.59 0.030.88 7.20 51.27 0.19 3.55 0.030.88 7.27 52.26 0.19 3.49 0.030.88 7.36 53.22 0.19 3.43 0.040.88 7.40 54.20 0.19 3.38 0.020.87 7.42 54.91 0.19 3.34 0.010.87 7.45 55.91 0.19 3.29 0.010.87 7.51 57.06 0.20 3.23 0.020.87 7.58 58.91 0.20 3.14 0.020.87 7.72 60.27 0.20 3.08 0.050.87 7.79 61.16 0.20 3.04 0.030.87 7.83 61.12 0.20 3.03 0.010.87 7.86 60.89 0.20 3.04 0.010.87 7.91 60.53 0.20 3.05 0.020.87 8.01 59.95 0.20 3.07 0.040.86 8.04 58.17 0.19 3.15 0.010.86 8.11 56.19 0.19 3.23 0.030.86 8.17 38.67 0.16 4.39 0.030.86 8.28 39.83 0.16 4.27 0.060.86 8.35 41.30 0.16 4.14 0.030.86 8.40 42.16 0.16 4.07 0.030.86 8.49 42.09 0.16 4.07 0.050.86 8.55 41.84 0.16 4.08 0.030.86 8.61 41.59 0.16 4.10 0.030.85 8.69 40.90 0.16 4.15 0.040.85 8.75 39.66 0.16 4.25 0.030.85 8.80 37.81 0.15 4.41 0.030.85 8.86 52.39 0.18 3.37 0.030.85 8.92 51.67 0.17 3.41 0.030.85 8.97 51.50 0.17 3.41 0.020.85 9.08 52.22 0.17 3.37 0.040.85 9.14 53.64 0.18 3.29 0.020.85 9.20 54.46 0.18 3.25 0.020.84 9.25 54.69 0.18 3.23 0.020.84 9.31 54.34 0.17 3.25 0.020.84 9.35 53.86 0.17 3.27 0.020.84 9.42 53.30 0.17 3.29 0.030.84 9.50 52.82 0.17 3.31 0.030.84 9.55 51.59 0.17 3.37 0.020.84 9.66 50.27 0.17 3.43 0.050.84 9.72 48.95 0.16 3.51 0.020.84 9.76 49.03 0.16 3.50 0.020.83 9.84 50.17 0.17 3.43 0.030.83 9.91 52.15 0.17 3.32 0.030.83 9.96 54.12 0.17 3.21 0.020.83 10.02 55.71 0.17 3.13 0.020.83 10.07 57.11 0.17 3.07 0.020.83 10.19 58.68 0.18 2.99 0.040.83 10.24 61.11 0.18 2.89 0.020.83 10.30 63.28 0.18 2.81 0.020.83 10.36 65.33 0.19 2.73 0.020.82 10.41 67.64 0.19 2.65 0.020.82 10.51 71.01 0.20 2.54 0.030.82 10.57 75.96 0.21 2.40 0.020.82 10.62 81.76 0.23 2.26 0.010.82 10.67 92.68 0.27 2.04 0.010.82 10.78 106.25 0.33 1.82 0.020.82 10.82 120.85 0.42 1.63 0.010.82 10.87 128.75 0.48 1.55 0.010.82 10.94 132.15 0.51 1.51 0.010.81 11.01 134.64 0.53 1.49 0.010.81 11.07 136.14 0.54 1.47 0.010.81 11.12 134.19 0.53 1.49 0.010.81 11.20 133.82 0.52 1.49 0.010.81 11.28 136.83 0.55 1.46 0.010.81 11.35 141.26 0.59 1.42 0.010.81 11.38 147.04 0.64 1.40 0.010.81 11.45 150.30 0.68 1.11 0.010.81 11.55 152.81 0.70 1.08 0.010.80 11.59 155.45 0.73 1.06 0.010.80 11.65 157.60 0.76 0.84 0.010.80 11.73 158.57 0.77 0.83 0.010.80 11.80 158.07 0.76 0.83 0.010.80 11.85 157.52 0.75 0.84 0.000.80 11.91 159.06 0.77 0.82 0.010.80 11.98 163.85 0.82 0.79 0.010.80 12.05 170.74 0.91 0.57 0.000.80 12.11 176.33 0.99 0.41 0.000.79 12.20 178.84 1.03 0.41 0.000.79 12.26 179.76 1.04 0.41 0.000.79 12.30 182.89 1.09 0.29 0.000.79 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 24 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 12.40 186.58 1.14 0.29 0.000.79 12.46 190.64 1.21 0.20 0.000.79 12.53 193.40 1.25 0.14 0.000.79 12.57 198.07 1.34 0.14 0.000.79 12.64 203.79 2.00 0.00 0.000.79 12.70 212.40 2.00 0.00 0.000.78 12.79 221.26 2.00 0.00 0.000.78 12.83 232.64 2.00 0.00 0.000.78 12.91 245.01 2.00 0.00 0.000.78 12.96 258.17 2.00 0.00 0.000.78 13.02 272.51 2.00 0.00 0.000.78 13.11 286.90 2.00 0.00 0.000.78 13.17 301.05 2.00 0.00 0.000.78 13.22 314.77 2.00 0.00 0.000.78 13.29 327.63 2.00 0.00 0.000.77 13.35 340.92 2.00 0.00 0.000.77 13.42 350.58 2.00 0.00 0.000.77 13.50 356.91 2.00 0.00 0.000.77 13.56 360.04 2.00 0.00 0.000.77 13.63 362.00 2.00 0.00 0.000.77 13.69 364.70 2.00 0.00 0.000.77 13.75 366.61 2.00 0.00 0.000.77 13.81 367.41 2.00 0.00 0.000.77 13.88 364.57 2.00 0.00 0.000.76 13.96 359.82 2.00 0.00 0.000.76 14.01 352.56 2.00 0.00 0.000.76 14.07 347.57 2.00 0.00 0.000.76 14.15 340.97 2.00 0.00 0.000.76 14.21 342.63 2.00 0.00 0.000.76 14.29 345.32 2.00 0.00 0.000.76 14.34 351.35 2.00 0.00 0.000.76 14.41 351.59 2.00 0.00 0.000.76 14.46 347.52 2.00 0.00 0.000.75 14.55 341.05 2.00 0.00 0.000.75 14.61 332.43 2.00 0.00 0.000.75 14.67 326.03 2.00 0.00 0.000.75 14.76 324.25 2.00 0.00 0.000.75 14.81 327.65 2.00 0.00 0.000.75 14.86 334.01 2.00 0.00 0.000.75 14.93 337.76 2.00 0.00 0.000.75 14.99 338.38 2.00 0.00 0.000.75 15.06 340.69 2.00 0.00 0.000.74 15.15 344.63 2.00 0.00 0.000.74 15.21 350.01 2.00 0.00 0.000.74 15.26 351.81 2.00 0.00 0.000.74 15.33 350.75 2.00 0.00 0.000.74 15.40 345.67 2.00 0.00 0.000.74 15.46 337.92 2.00 0.00 0.000.74 15.53 331.34 2.00 0.00 0.000.74 15.60 327.95 2.00 0.00 0.000.74 15.66 327.04 2.00 0.00 0.000.73 15.72 328.28 2.00 0.00 0.000.73 15.78 330.16 2.00 0.00 0.000.73 15.86 332.01 2.00 0.00 0.000.73 15.92 331.77 2.00 0.00 0.000.73 15.99 330.47 2.00 0.00 0.000.73 16.04 330.18 2.00 0.00 0.000.73 16.13 330.77 2.00 0.00 0.000.73 16.18 333.77 2.00 0.00 0.000.73 16.25 337.58 2.00 0.00 0.000.72 16.32 341.93 2.00 0.00 0.000.72 16.37 347.83 2.00 0.00 0.000.72 16.47 353.17 2.00 0.00 0.000.72 16.52 359.87 2.00 0.00 0.000.72 16.57 365.41 2.00 0.00 0.000.72 16.65 370.08 2.00 0.00 0.000.72 16.70 373.14 2.00 0.00 0.000.72 16.78 374.24 2.00 0.00 0.000.72 16.83 373.65 2.00 0.00 0.000.71 16.90 371.09 2.00 0.00 0.000.71 16.97 368.20 2.00 0.00 0.000.71 17.03 365.32 2.00 0.00 0.000.71 17.11 362.93 2.00 0.00 0.000.71 17.16 361.12 2.00 0.00 0.000.71 17.23 359.38 2.00 0.00 0.000.71 17.29 357.85 2.00 0.00 0.000.71 17.35 356.28 2.00 0.00 0.000.71 17.43 360.62 2.00 0.00 0.000.70 17.50 369.13 2.00 0.00 0.000.70 17.55 386.53 2.00 0.00 0.000.70 17.65 403.41 2.00 0.00 0.000.70 17.69 -1.00 2.00 0.00 0.000.70 17.76 -1.00 2.00 0.00 0.000.70 17.81 -1.00 2.00 0.00 0.000.70 17.94 -1.00 2.00 0.00 0.000.70 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 25 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF Total estimated settlement: 1.93 Abbreviations Qtn,cs:FS:ev (%): DF:Settlement: Equivalent clean sand normalized cone resistanceFactor of safety against liquefactionPost-liquefaction volumentric strain ev depth weighting factorCalculated settlement CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 26 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot Corrected norm. cone resista Qtn,cs 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resist FS Plot FILL Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Cyclic shear strain FILL Gamma max (%)6050403020100Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cyclic shear strain Lateral displacements FILL Displacement (in)151050Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Lateral displacements Estimation of post-earthquake lateral Displacements Geometric parameters: Gently sloping ground without free face (Slope 0.60 %) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 27 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq qt: Total cone resistance (cone resistance qc corrected for pore water effects)Ic: Soil Behaviour Type Index Qtn,cs: Equivalent clean sand normalized CPT total cone resistance F.S.: Factor of safetyγmax: Maximum cyclic shear strain LDI: Lateral displacement index Abbreviations Surface condition PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Lateral displacement index calculation :: Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 6.08 1.19 1.90 2.51 46.29 2.00 0.00 0.00 0.00 6.15 2.37 3.80 1.34 47.44 2.00 0.00 0.00 0.00 6.20 4.44 7.12 0.83 46.85 2.00 0.00 0.00 0.00 6.28 6.51 10.45 0.76 47.79 2.00 0.00 0.00 0.00 6.35 8.39 13.46 0.82 50.57 2.00 0.80 0.00 0.00 6.40 8.66 13.88 1.01 55.87 2.00 1.82 0.00 0.00 6.47 9.54 15.29 1.05 57.46 2.00 5.01 0.00 0.00 6.55 10.46 16.76 1.00 56.78 0.21 8.05 51.20 0.32 6.59 13.03 20.88 0.81 52.88 0.20 15.31 51.20 0.20 6.70 14.48 23.22 0.73 51.38 0.20 18.80 51.20 0.46 6.75 15.94 25.56 0.67 50.44 0.19 21.97 51.20 0.22 6.80 16.71 26.79 0.64 50.02 0.19 23.52 51.20 0.24 6.89 17.48 28.01 0.61 49.81 0.19 25.00 51.20 0.36 6.96 18.25 29.24 0.58 49.69 0.19 26.41 51.20 0.30 7.05 18.94 30.34 0.56 50.01 0.19 27.63 51.20 0.42 7.13 19.63 31.44 0.56 50.59 0.19 28.81 51.20 0.35 7.20 20.12 32.24 0.57 51.27 0.19 29.63 51.20 0.27 7.27 20.51 32.85 0.59 52.26 0.19 30.25 51.20 0.32 7.36 20.62 33.02 0.62 53.22 0.19 30.43 51.20 0.37 7.40 20.58 32.96 0.66 54.20 0.19 30.36 51.20 0.21 7.42 20.54 32.89 0.69 54.91 0.19 30.30 51.20 0.09 7.45 20.77 33.26 0.72 55.91 0.19 30.66 51.20 0.12 7.51 21.35 34.17 0.74 57.06 0.20 31.56 51.20 0.27 7.58 21.92 35.09 0.78 58.91 0.20 32.44 51.20 0.26 7.72 22.26 35.63 0.82 60.27 0.20 32.94 51.20 0.60 7.79 22.30 35.68 0.85 61.16 0.20 32.99 51.20 0.30 7.83 22.38 35.80 0.85 61.12 0.20 33.10 51.20 0.17 7.86 22.68 36.29 0.83 60.89 0.20 33.55 51.20 0.16 7.91 23.11 36.97 0.80 60.53 0.20 34.15 51.20 0.18 8.01 23.56 37.70 0.76 59.95 0.20 34.80 51.20 0.42 8.04 23.83 38.13 0.67 58.17 0.19 35.17 51.20 0.14 8.11 23.91 38.24 0.59 56.19 0.19 35.27 51.20 0.30 8.17 24.18 38.67 0.48 38.67 0.16 35.64 51.20 0.26 8.28 24.90 39.83 0.41 39.83 0.16 36.61 51.20 0.47 8.35 25.82 41.30 0.36 41.30 0.16 37.81 51.20 0.27 8.40 26.36 42.16 0.35 42.16 0.16 38.49 51.20 0.22 8.49 26.32 42.09 0.35 42.09 0.16 38.44 51.20 0.40 8.55 26.17 41.84 0.35 41.84 0.16 38.24 51.20 0.24 8.61 26.02 41.59 0.36 41.59 0.16 38.04 51.20 0.24 8.69 25.59 40.90 0.39 40.90 0.16 37.49 51.20 0.34 8.75 24.82 39.66 0.42 39.66 0.16 36.48 51.20 0.26 8.80 23.67 37.81 0.46 37.81 0.15 34.90 51.20 0.20 8.86 22.52 35.96 0.50 52.39 0.18 33.24 51.20 0.26 8.92 21.37 34.11 0.53 51.67 0.17 31.49 51.20 0.26 8.97 20.11 32.07 0.58 51.50 0.17 29.47 51.20 0.20 9.08 19.12 30.47 0.64 52.22 0.17 27.77 51.20 0.46 9.14 18.35 29.23 0.71 53.64 0.18 26.40 51.20 0.25 9.20 18.12 28.86 0.75 54.46 0.18 25.98 51.20 0.24 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 28 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 9.25 17.97 28.60 0.76 54.69 0.18 25.69 51.20 0.22 9.31 17.93 28.54 0.75 54.34 0.17 25.62 51.20 0.23 9.35 17.97 28.59 0.73 53.86 0.17 25.68 51.20 0.17 9.42 18.12 28.83 0.71 53.30 0.17 25.95 51.20 0.30 9.50 18.27 29.07 0.69 52.82 0.17 26.22 51.20 0.33 9.55 18.43 29.32 0.64 51.59 0.17 26.50 51.20 0.19 9.66 18.50 29.43 0.59 50.27 0.17 26.63 51.20 0.46 9.72 18.54 29.49 0.54 48.95 0.16 26.69 51.20 0.24 9.76 18.62 29.61 0.54 49.03 0.16 26.82 51.20 0.17 9.84 18.81 29.90 0.58 50.17 0.17 27.15 51.20 0.33 9.91 19.19 30.51 0.63 52.15 0.17 27.82 51.20 0.26 9.96 19.80 31.49 0.68 54.12 0.17 28.87 51.20 0.22 10.02 20.72 32.97 0.71 55.71 0.17 30.38 51.20 0.22 10.07 22.45 35.73 0.70 57.11 0.17 33.03 51.20 0.23 10.19 24.36 38.80 0.67 58.68 0.18 35.75 51.20 0.47 10.24 26.43 42.12 0.66 61.11 0.18 38.46 51.20 0.23 10.30 27.66 44.09 0.69 63.28 0.18 39.97 51.20 0.25 10.36 28.69 45.74 0.71 65.33 0.19 41.19 51.20 0.22 10.41 30.00 47.83 0.74 67.64 0.19 42.66 51.20 0.21 10.51 31.83 50.78 0.77 71.01 0.20 44.63 51.20 0.42 10.57 34.28 54.71 0.84 75.96 0.21 47.09 34.10 0.15 10.62 37.20 59.39 0.92 81.76 0.23 49.80 34.10 0.13 10.67 43.87 70.09 0.94 92.68 0.27 55.27 22.70 0.09 10.78 52.68 84.24 0.89 106.25 0.33 61.34 22.70 0.20 10.82 63.02 100.85 0.80 120.85 0.42 67.28 14.50 0.05 10.87 72.14 115.50 0.71 128.75 0.48 71.76 14.50 0.05 10.94 79.15 126.76 0.68 132.15 0.51 74.83 14.50 0.08 11.01 83.21 133.27 0.69 134.64 0.53 76.48 10.00 0.06 11.07 83.98 134.50 0.70 136.14 0.54 76.78 10.00 0.04 11.12 83.79 134.19 0.68 134.19 0.53 76.71 10.00 0.04 11.20 83.56 133.82 0.65 133.82 0.52 76.62 10.00 0.06 11.28 85.44 136.83 0.62 136.83 0.55 77.35 10.00 0.06 11.35 88.20 141.26 0.61 141.26 0.59 78.40 9.77 0.05 11.38 91.80 147.04 0.60 147.04 0.64 79.73 8.06 0.02 11.45 93.83 150.30 0.62 150.30 0.68 80.45 7.26 0.04 11.55 95.40 152.81 0.64 152.81 0.70 81.00 6.72 0.05 11.59 97.05 155.45 0.66 155.45 0.73 81.56 6.17 0.02 11.65 98.39 157.60 0.68 157.60 0.76 82.01 5.78 0.03 11.73 99.00 158.57 0.70 158.57 0.77 82.22 5.62 0.04 11.80 98.69 158.07 0.71 158.07 0.76 82.11 5.73 0.03 11.85 98.35 157.52 0.72 157.52 0.75 82.00 5.85 0.02 11.91 99.31 159.06 0.71 159.06 0.77 82.32 5.58 0.03 11.98 102.30 163.85 0.68 163.85 0.82 83.30 4.81 0.03 12.05 106.59 170.74 0.65 170.74 0.91 84.66 3.88 0.02 12.11 110.07 176.33 0.60 176.33 0.99 85.72 3.31 0.01 12.20 111.64 178.84 0.58 178.84 1.03 86.19 3.11 0.02 12.26 112.22 179.76 0.56 179.76 1.04 86.36 3.04 0.01 12.30 114.17 182.89 0.55 182.89 1.09 86.93 2.81 0.01 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 29 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 12.40 116.47 186.58 0.54 186.58 1.14 87.59 2.57 0.02 12.46 119.00 190.64 0.55 190.64 1.21 88.30 2.32 0.01 12.53 120.72 193.40 0.56 193.40 1.25 88.77 2.17 0.01 12.57 123.63 198.07 0.56 198.07 1.34 89.56 1.94 0.01 12.64 127.19 203.79 0.56 203.79 2.00 90.50 0.00 0.00 12.70 132.56 212.40 0.55 212.40 2.00 91.86 0.00 0.00 12.79 138.08 221.26 0.55 221.26 2.00 93.21 0.00 0.00 12.83 145.17 232.64 0.54 232.64 2.00 94.87 0.00 0.00 12.91 152.87 245.01 0.53 245.01 2.00 96.58 0.00 0.00 12.96 161.06 258.17 0.52 258.17 2.00 98.31 0.00 0.00 13.02 169.99 272.51 0.50 272.51 2.00 100.00 0.00 0.00 13.11 178.96 286.90 0.49 286.90 2.00 100.00 0.00 0.00 13.17 187.77 301.05 0.49 301.05 2.00 100.00 0.00 0.00 13.22 196.31 314.77 0.51 314.77 2.00 100.00 0.00 0.00 13.29 204.32 327.63 0.54 327.63 2.00 100.00 0.00 0.00 13.35 212.59 340.92 0.58 340.92 2.00 100.00 0.00 0.00 13.42 218.61 350.58 0.63 350.58 2.00 100.00 0.00 0.00 13.50 222.55 356.91 0.68 356.91 2.00 100.00 0.00 0.00 13.56 224.51 360.04 0.72 360.04 2.00 100.00 0.00 0.00 13.63 225.73 362.00 0.74 362.00 2.00 100.00 0.00 0.00 13.69 227.42 364.70 0.74 364.70 2.00 100.00 0.00 0.00 13.75 228.61 366.61 0.73 366.61 2.00 100.00 0.00 0.00 13.81 229.11 367.41 0.69 367.41 2.00 100.00 0.00 0.00 13.88 227.35 364.57 0.61 364.57 2.00 100.00 0.00 0.00 13.96 224.40 359.82 0.52 359.82 2.00 100.00 0.00 0.00 14.01 219.88 352.56 0.46 352.56 2.00 100.00 0.00 0.00 14.07 216.78 347.57 0.43 347.57 2.00 100.00 0.00 0.00 14.15 212.67 340.97 0.40 340.97 2.00 100.00 0.00 0.00 14.21 213.71 342.63 0.35 342.63 2.00 100.00 0.00 0.00 14.29 215.39 345.32 0.32 345.32 2.00 100.00 0.00 0.00 14.34 219.14 351.35 0.29 351.35 2.00 100.00 0.00 0.00 14.41 219.30 351.59 0.28 351.59 2.00 100.00 0.00 0.00 14.46 216.77 347.52 0.28 347.52 2.00 100.00 0.00 0.00 14.55 212.75 341.05 0.27 341.05 2.00 100.00 0.00 0.00 14.61 207.39 332.43 0.27 332.43 2.00 100.00 0.00 0.00 14.67 203.40 326.03 0.27 326.03 2.00 100.00 0.00 0.00 14.76 202.48 324.25 0.27 324.25 2.00 100.00 0.00 0.00 14.81 205.05 327.65 0.28 327.65 2.00 100.00 0.00 0.00 14.86 209.42 334.01 0.29 334.01 2.00 100.00 0.00 0.00 14.93 212.33 337.76 0.31 337.76 2.00 100.00 0.00 0.00 14.99 213.21 338.38 0.35 338.38 2.00 100.00 0.00 0.00 15.06 215.28 340.69 0.42 340.69 2.00 100.00 0.00 0.00 15.15 218.57 344.63 0.50 344.63 2.00 100.00 0.00 0.00 15.21 222.48 350.01 0.59 350.01 2.00 100.00 0.00 0.00 15.26 224.17 351.81 0.66 351.81 2.00 100.00 0.00 0.00 15.33 224.09 350.75 0.72 350.75 2.00 100.00 0.00 0.00 15.40 221.53 345.67 0.75 345.67 2.00 100.00 0.00 0.00 15.46 217.16 337.92 0.76 337.92 2.00 100.00 0.00 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 30 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 15.53 213.48 331.34 0.73 331.34 2.00 100.00 0.00 0.00 15.60 211.99 327.95 0.66 327.95 2.00 100.00 0.00 0.00 15.66 211.91 327.04 0.58 327.04 2.00 100.00 0.00 0.00 15.72 213.21 328.28 0.52 328.28 2.00 100.00 0.00 0.00 15.78 214.90 330.16 0.51 330.16 2.00 100.00 0.00 0.00 15.86 216.74 332.01 0.50 332.01 2.00 100.00 0.00 0.00 15.92 217.08 331.77 0.52 331.77 2.00 100.00 0.00 0.00 15.99 216.82 330.47 0.55 330.47 2.00 100.00 0.00 0.00 16.04 217.09 330.18 0.61 330.18 2.00 100.00 0.00 0.00 16.13 218.20 330.77 0.68 330.77 2.00 100.00 0.00 0.00 16.18 220.69 333.77 0.73 333.77 2.00 100.00 0.00 0.00 16.25 223.79 337.58 0.75 337.58 2.00 100.00 0.00 0.00 16.32 227.31 341.93 0.76 341.93 2.00 100.00 0.00 0.00 16.37 231.68 347.83 0.76 347.83 2.00 100.00 0.00 0.00 16.47 236.09 353.17 0.76 353.17 2.00 100.00 0.00 0.00 16.52 241.10 359.87 0.76 359.87 2.00 100.00 0.00 0.00 16.57 245.28 365.41 0.79 365.41 2.00 100.00 0.00 0.00 16.65 249.15 370.08 0.83 370.08 2.00 100.00 0.00 0.00 16.70 251.76 373.14 0.87 373.14 2.00 100.00 0.00 0.00 16.78 253.21 374.24 0.91 374.24 2.00 100.00 0.00 0.00 16.83 253.33 373.65 0.95 373.65 2.00 100.00 0.00 0.00 16.90 252.33 371.09 0.98 371.09 2.00 100.00 0.00 0.00 16.97 251.06 368.20 0.98 368.20 2.00 100.00 0.00 0.00 17.03 249.65 365.32 0.97 365.32 2.00 100.00 0.00 0.00 17.11 248.80 362.93 0.97 362.93 2.00 100.00 0.00 0.00 17.16 248.00 361.12 0.97 361.12 2.00 100.00 0.00 0.00 17.23 247.46 359.38 0.99 359.38 2.00 100.00 0.00 0.00 17.29 247.00 357.85 1.01 357.85 2.00 100.00 0.00 0.00 17.35 246.54 356.28 1.04 356.28 2.00 100.00 0.00 0.00 17.43 250.26 360.62 1.05 360.62 2.00 100.00 0.00 0.00 17.50 256.81 369.13 0.98 369.13 2.00 100.00 0.00 0.00 17.55 269.41 386.53 0.61 386.53 2.00 100.00 0.00 0.00 17.65 282.05 403.41 0.26 403.41 2.00 100.00 0.00 0.00 17.69 295.00 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 17.76 305.11 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 17.81 247.84 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 17.94 187.43 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 qt:Qtn:Rf:Qtn,cs: FS:Dr:Gammamax:Lat. disp.: Total cone resistance Adjusted cone resistance to an effective overburden stress of 1 atm Friction ration Adjusted and corrected cone resistance due to fines Calculated factor of safety against liquefaction Calculated relative densityCalculated maximum cyclic shear strainLateral displacement Abbreviations Total estimated displacement: 18.48 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 31 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Strength loss calculation (Robertson (2009) :: Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 6.08 1.19 24.38 46.29 3.58 0.08 25.771.90 6.15 2.37 12.48 47.44 3.19 0.09 26.503.80 6.20 4.44 6.58 46.85 2.86 0.04 0.627.12 6.28 6.51 4.58 47.79 2.69 0.05 0.6210.45 6.35 8.39 3.76 50.57 2.60 0.05 0.6313.46 6.40 8.66 4.02 55.87 2.63 0.08 0.6413.88 6.47 9.54 3.76 57.46 2.60 0.09 0.6515.29 6.55 10.46 3.39 56.78 2.56 0.09 0.6516.76 6.59 13.03 2.53 52.88 2.43 0.07 0.6420.88 6.70 14.48 2.21 51.38 2.37 0.06 0.6323.22 6.75 15.94 1.97 50.44 2.31 0.05 0.6325.56 6.80 16.71 1.87 50.02 2.28 0.05 0.6326.79 6.89 17.48 1.78 49.81 2.26 0.05 0.6228.01 6.96 18.25 1.70 49.69 2.23 0.05 0.6229.24 7.05 18.94 1.65 50.01 2.21 0.05 0.6330.34 7.13 19.63 1.61 50.59 2.20 0.05 0.6331.44 7.20 20.12 1.59 51.27 2.19 0.06 0.6332.24 7.27 20.51 1.59 52.26 2.19 0.06 0.6332.85 7.36 20.62 1.61 53.22 2.20 0.07 0.6433.02 7.40 20.58 1.64 54.20 2.21 0.07 0.6432.96 7.42 20.54 1.67 54.91 2.22 0.08 0.6432.89 7.45 20.77 1.68 55.91 2.23 0.08 0.6433.26 7.51 21.35 1.67 57.06 2.22 0.09 0.6534.17 7.58 21.92 1.68 58.91 2.22 0.10 0.6535.09 7.72 22.26 1.69 60.27 2.23 0.12 0.6635.63 7.79 22.30 1.71 61.16 2.24 0.12 0.6635.68 7.83 22.38 1.71 61.12 2.23 0.12 0.6635.80 7.86 22.68 1.68 60.89 2.22 0.12 0.6636.29 7.91 23.11 1.64 60.53 2.21 0.12 0.6636.97 8.01 23.56 1.59 59.95 2.19 0.11 0.6637.70 8.04 23.83 1.53 58.17 2.16 0.10 0.6538.13 8.11 23.91 1.47 56.19 2.13 0.08 0.6538.24 8.17 24.18 1.00 38.67 2.09 0.03 0.6238.67 8.28 24.90 1.00 39.83 2.05 0.03 0.6239.83 8.35 25.82 1.00 41.30 2.01 0.03 0.6241.30 8.40 26.36 1.00 42.16 2.00 0.03 0.6242.16 8.49 26.32 1.00 42.09 2.00 0.03 0.6242.09 8.55 26.17 1.00 41.84 2.00 0.03 0.6241.84 8.61 26.02 1.00 41.59 2.01 0.03 0.6241.59 8.69 25.59 1.00 40.90 2.03 0.03 0.6240.90 8.75 24.82 1.00 39.66 2.05 0.03 0.6239.66 8.80 23.67 1.00 37.81 2.09 0.02 0.6237.81 8.86 22.52 1.46 52.39 2.12 0.06 0.6335.96 8.92 21.37 1.51 51.67 2.16 0.06 0.6334.11 8.97 20.11 1.61 51.50 2.20 0.06 0.6332.07 9.08 19.12 1.71 52.22 2.24 0.06 0.6330.47 9.14 18.35 1.83 53.64 2.28 0.07 0.6429.23 9.20 18.12 1.89 54.46 2.29 0.07 0.6428.86 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 32 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 9.25 17.97 1.91 54.69 2.30 0.07 0.6428.60 9.31 17.93 1.90 54.34 2.29 0.07 0.6428.54 9.35 17.97 1.88 53.86 2.29 0.07 0.6428.59 9.42 18.12 1.85 53.30 2.28 0.07 0.6428.83 9.50 18.27 1.82 52.82 2.27 0.06 0.6329.07 9.55 18.43 1.76 51.59 2.25 0.06 0.6329.32 9.66 18.50 1.71 50.27 2.23 0.05 0.6329.43 9.72 18.54 1.66 48.95 2.22 0.05 0.6229.49 9.76 18.62 1.66 49.03 2.22 0.05 0.6229.61 9.84 18.81 1.68 50.17 2.22 0.05 0.6329.90 9.91 19.19 1.71 52.15 2.24 0.06 0.6330.51 9.96 19.80 1.72 54.12 2.24 0.07 0.6431.49 10.02 20.72 1.69 55.71 2.23 0.08 0.6432.97 10.07 22.45 1.60 57.11 2.19 0.09 0.6535.73 10.19 24.36 1.51 58.68 2.15 0.10 0.6538.80 10.24 26.43 1.45 61.11 2.12 0.12 0.6642.12 10.30 27.66 1.44 63.28 2.11 0.15 0.6744.09 10.36 28.69 1.43 65.33 2.11 0.17 0.6745.74 10.41 30.00 1.41 67.64 2.10 0.21 0.6847.83 10.51 31.83 1.40 71.01 2.09 0.28 0.6950.78 10.57 34.28 1.39 75.96 2.08 0.42 0.7054.71 10.62 37.20 1.38 81.76 2.07 0.68 0.7159.39 10.67 43.87 1.32 92.68 2.02 0.73 0.7370.09 10.78 52.68 1.26 106.25 1.94 0.76 0.7684.24 10.82 63.02 1.20 120.85 1.85 0.78 0.78100.85 10.87 72.14 1.11 128.75 1.77 0.80 0.80115.50 10.94 79.15 1.04 132.15 1.73 0.80 0.80126.76 11.01 83.21 1.01 134.64 1.71 0.81 0.81133.27 11.07 83.98 1.01 136.14 1.71 0.81 0.81134.50 11.12 83.79 1.00 134.19 1.71 0.80 0.80134.19 11.20 83.56 1.00 133.82 1.70 0.80 0.80133.82 11.28 85.44 1.00 136.83 1.68 0.81 0.81136.83 11.35 88.20 1.00 141.26 1.66 0.81 0.81141.26 11.38 91.80 1.00 147.04 1.64 0.82 0.82147.04 11.45 93.83 1.00 150.30 1.64 0.83 0.83150.30 11.55 95.40 1.00 152.81 1.64 0.83 0.83152.81 11.59 97.05 1.00 155.45 1.65 0.83 0.83155.45 11.65 98.39 1.00 157.60 1.65 0.84 0.84157.60 11.73 99.00 1.00 158.57 1.66 0.84 0.84158.57 11.80 98.69 1.00 158.07 1.66 0.84 0.84158.07 11.85 98.35 1.00 157.52 1.67 0.84 0.84157.52 11.91 99.31 1.00 159.06 1.66 0.84 0.84159.06 11.98 102.30 1.00 163.85 1.64 0.84 0.84163.85 12.05 106.59 1.00 170.74 1.61 0.85 0.85170.74 12.11 110.07 1.00 176.33 1.58 0.86 0.86176.33 12.20 111.64 1.00 178.84 1.56 0.86 0.86178.84 12.26 112.22 1.00 179.76 1.55 0.86 0.86179.76 12.30 114.17 1.00 182.89 1.54 0.87 0.87182.89 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 33 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 12.40 116.47 1.00 186.58 1.53 0.87 0.87186.58 12.46 119.00 1.00 190.64 1.53 0.88 0.88190.64 12.53 120.72 1.00 193.40 1.53 0.88 0.88193.40 12.57 123.63 1.00 198.07 1.52 0.88 0.88198.07 12.64 127.19 1.00 203.79 1.51 0.89 0.89203.79 12.70 132.56 1.00 212.40 1.49 0.90 0.90212.40 12.79 138.08 1.00 221.26 1.48 0.91 0.91221.26 12.83 145.17 1.00 232.64 1.46 0.92 0.92232.64 12.91 152.87 1.00 245.01 1.44 0.93 0.93245.01 12.96 161.06 1.00 258.17 1.41 0.94 0.94258.17 13.02 169.99 1.00 272.51 1.38 0.96 0.96272.51 13.11 178.96 1.00 286.90 1.36 0.97 0.97286.90 13.17 187.77 1.00 301.05 1.35 0.98 0.98301.05 13.22 196.31 1.00 314.77 1.34 0.99 0.99314.77 13.29 204.32 1.00 327.63 1.35 1.00 1.00327.63 13.35 212.59 1.00 340.92 1.36 1.01 1.01340.92 13.42 218.61 1.00 350.58 1.38 1.02 1.02350.58 13.50 222.55 1.00 356.91 1.40 1.02 1.02356.91 13.56 224.51 1.00 360.04 1.41 1.02 1.02360.04 13.63 225.73 1.00 362.00 1.42 1.02 1.02362.00 13.69 227.42 1.00 364.70 1.42 1.02 1.02364.70 13.75 228.61 1.00 366.61 1.41 1.03 1.03366.61 13.81 229.11 1.00 367.41 1.39 1.03 1.03367.41 13.88 227.35 1.00 364.57 1.35 1.02 1.02364.57 13.96 224.40 1.00 359.82 1.31 1.02 1.02359.82 14.01 219.88 1.00 352.56 1.28 1.02 1.02352.56 14.07 216.78 1.00 347.57 1.26 1.01 1.01347.57 14.15 212.67 1.00 340.97 1.24 1.01 1.01340.97 14.21 213.71 1.00 342.63 1.21 1.01 1.01342.63 14.29 215.39 1.00 345.32 1.18 1.01 1.01345.32 14.34 219.14 1.00 351.35 1.15 1.02 1.02351.35 14.41 219.30 1.00 351.59 1.14 1.02 1.02351.59 14.46 216.77 1.00 347.52 1.14 1.01 1.01347.52 14.55 212.75 1.00 341.05 1.15 1.01 1.01341.05 14.61 207.39 1.00 332.43 1.15 1.00 1.00332.43 14.67 203.40 1.00 326.03 1.16 1.00 1.00326.03 14.76 202.48 1.00 324.25 1.16 1.00 1.00324.25 14.81 205.05 1.00 327.65 1.16 1.00 1.00327.65 14.86 209.42 1.00 334.01 1.17 1.00 1.00334.01 14.93 212.33 1.00 337.76 1.18 1.01 1.01337.76 14.99 213.21 1.00 338.38 1.21 1.01 1.01338.38 15.06 215.28 1.00 340.69 1.26 1.01 1.01340.69 15.15 218.57 1.00 344.63 1.31 1.01 1.01344.63 15.21 222.48 1.00 350.01 1.36 1.01 1.01350.01 15.26 224.17 1.00 351.81 1.39 1.02 1.02351.81 15.33 224.09 1.00 350.75 1.42 1.02 1.02350.75 15.40 221.53 1.00 345.67 1.44 1.01 1.01345.67 15.46 217.16 1.00 337.92 1.45 1.01 1.01337.92 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 34 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 15.53 213.48 1.00 331.34 1.44 1.00 1.00331.34 15.60 211.99 1.00 327.95 1.41 1.00 1.00327.95 15.66 211.91 1.00 327.04 1.37 1.00 1.00327.04 15.72 213.21 1.00 328.28 1.34 1.00 1.00328.28 15.78 214.90 1.00 330.16 1.33 1.00 1.00330.16 15.86 216.74 1.00 332.01 1.32 1.00 1.00332.01 15.92 217.08 1.00 331.77 1.33 1.00 1.00331.77 15.99 216.82 1.00 330.47 1.35 1.00 1.00330.47 16.04 217.09 1.00 330.18 1.39 1.00 1.00330.18 16.13 218.20 1.00 330.77 1.42 1.00 1.00330.77 16.18 220.69 1.00 333.77 1.44 1.00 1.00333.77 16.25 223.79 1.00 337.58 1.45 1.01 1.01337.58 16.32 227.31 1.00 341.93 1.45 1.01 1.01341.93 16.37 231.68 1.00 347.83 1.44 1.01 1.01347.83 16.47 236.09 1.00 353.17 1.44 1.02 1.02353.17 16.52 241.10 1.00 359.87 1.43 1.02 1.02359.87 16.57 245.28 1.00 365.41 1.44 1.03 1.03365.41 16.65 249.15 1.00 370.08 1.45 1.03 1.03370.08 16.70 251.76 1.00 373.14 1.47 1.03 1.03373.14 16.78 253.21 1.00 374.24 1.48 1.03 1.03374.24 16.83 253.33 1.00 373.65 1.50 1.03 1.03373.65 16.90 252.33 1.00 371.09 1.51 1.03 1.03371.09 16.97 251.06 1.00 368.20 1.51 1.03 1.03368.20 17.03 249.65 1.00 365.32 1.51 1.03 1.03365.32 17.11 248.80 1.00 362.93 1.51 1.02 1.02362.93 17.16 248.00 1.00 361.12 1.52 1.02 1.02361.12 17.23 247.46 1.00 359.38 1.52 1.02 1.02359.38 17.29 247.00 1.00 357.85 1.53 1.02 1.02357.85 17.35 246.54 1.00 356.28 1.54 1.02 1.02356.28 17.43 250.26 1.00 360.62 1.54 1.02 1.02360.62 17.50 256.81 1.00 369.13 1.51 1.03 1.03369.13 17.55 269.41 1.00 386.53 1.34 1.04 1.04386.53 17.65 282.05 1.00 403.41 1.07 1.05 1.05403.41 17.69 295.00 1.00 -1.00 -1.00 0.00 0.00-1.00 17.76 305.11 1.00 -1.00 -1.00 0.00 0.00-1.00 17.81 247.84 1.00 -1.00 -1.00 0.00 0.00-1.00 17.94 187.43 1.00 -1.00 -1.00 0.00 0.00-1.00 qt:Kc: Qtn,cs:Ic: Su(liq)/σ'v: Su(peak)/σ'v: Total cone resistanceCone resistance correction factor due to finesAdjusted and corrected cone resistance due to finesSoil behavior type indexCalculated liquefied undrained strength ratioCalculated peak undrained strength ratio Abbreviations CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:45 PM 35 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Total cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Total cone resistance Custom Vs data Vs (ft/s)0Depth (ft)0 Custom Vs data Rigidity Index K*G0Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Rigidity Index Deposit resistance factor K(DR)1Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Deposit resistance factor Cyclic resistance ratio CRR 4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cyclic resistance ratio Aging Calculation Estimation CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 36 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-2 Corrected norm. cone resista Qtn,cs 4002000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resista SBTn Index Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Plot zAH1 FS plot Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS plot Stresses vs Depth Stresses (tsf)10.80.60.40.2Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 σvo (EQ)uo (EQ)EQu Stresses vs Depth Excess Head hexc (ft)1086420Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 hexcσ'vo=0hA Excess Head Liq. ejecta demand LD (ton/ft)10Depth (ft)24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 LD: 1.12CR: 0.60 Liq. ejecta demand Ejecta severitySevere Ejecta Severity Estimation CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 37 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 LIQUEFACTION ANALYSIS REPORT Input parameters and analysis data Analysis method:Fines correction method: Points to test:Earthquake magnitude Mw:Peak ground acceleration: NCEER (1998)NCEER (1998)Based on Ic value7.500.64 G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation: Project title : Location : Stoney Miller Consultants, Inc/ Geofirm 33 Journey, Alisio Viejo, CA CPT file : CPT-1 5.00 ft5.00 ft32.60Based on SBT Use fill:Fill height: Fill weight:Trans. detect. applied:Kσ applied: Yes6.00 ft 125.00 lb/ft3 NoYes Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method: Sands onlyNoN/AMethod based Cone resistance qt (tsf)2000Depth (ft)17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Cone resistance SBTn Plot Ic (Robertson 1990)4321 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SBTn Plot CRR plot FILL CRR & CSR 0.60.40.20 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 CRR plot Qtn,cs 200180160140120100806040200Cyclic Stress Ratio* (CSR*)0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%)0.1 1 10Normalized CPT penetration resistance1 10 100 1,000 Friction Ratio Rf (%)1086420 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 Friction Ratio Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot FILL Factor of safety 21.510.50 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 FS Plot Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq 38 PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Cone resistance qt (tsf)3002001000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance CPT basic interpretation plots Friction Ratio Rf (%)1086420Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Friction Ratio Pore pressure u (psi)6420Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Pore pressure Insitu SBT Plot Ic(SBT)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBT Plot Soil Behaviour Type SBT (Robertson et al. 1986)1817161514131211109876543210Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Soil Behaviour Type Sensitive fine grainedClay & silty clay Silty sand & sandy silt Sand & silty sand SandSand & silty sand Sand & silty sand Sand CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 39 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A SBT legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to siltyl5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand told9. Very stiff fine grained PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Norm. cone resistance Qtn 200150100500Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance CPT basic interpretation plots (normalized) Norm. friction ratio Fr (%)1086420Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. friction ratio Nom. pore pressure ratio Bq 10.80.60.40.20-0.2Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Nom. pore pressure ratio SBTn Plot Ic (Robertson 1990)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot Norm. Soil Behaviour Type SBTn (Robertson 1990)1817161514131211109876543210Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. Soil Behaviour Type Sensitive fine grainedClay & silty claySilty sand & sandy silt Sand & silty sand Silty sand & sandy silt Sand & silty sand Silty sand & sandy silt Sand & silty sand Sand Sand & silty sand Sand Sand & silty sand Sand Sand & silty sand Sand CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 40 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq SBTn legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to siltyl5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand told9. Very stiff fine grained Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Total cone resistance qt (tsf)3002001000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Total cone resistance Liquefaction analysis overall plots (intermediate results) SBTn Index Ic (Robertson 1990)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Norm. cone resistance Qtn 200150100500Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance Grain char. factor Kc 109876543210Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Grain char. factor Corrected norm. cone resistance Qtn,cs 200150100500Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resistanc CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 41 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 CRR plot FILL CRR & CSR 0.60.40.20Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 CRR plot Liquefaction analysis overall plots FS Plot FILL Factor of safety 21.510.50Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Liquefaction potential FILL LPI 20151050Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Liquefaction potential Vertical settlements FILL Settlement (in)1.510.50Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Vertical settlements Lateral displacements FILL Displacement (in)151050Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Lateral displacements CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 42 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq F.S. color scheme LPI color schemeInput parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A Almost certain it will liquefy Very likely to liquefy Liquefaction and no liq. are equally likely Unlike to liquefy Almost certain it will not liquefy Very high risk High risk Low risk PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Normalized friction ratio (%)0.1 1 10Normalized CPT penetration resistance1 10 100 1,000 Liquefaction analysis summary plots Qtn,cs 200180160140120100806040200Cyclic Stress Ratio* (CSR*)0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Thickness of surface layer, H1 (m)109876543210Thickness of liquefiable sand layer, H2 (m)12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 CPT-1 (10.08) Analysis PGA: 0.64 PGA 0.40g - 0.50gCLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 43 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Norm. cone resistance Qtn 4002000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance Check for strength loss plots (Robertson (2010)) Grain char. factor Kc 109876543210Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Grain char. factor Corrected norm. cone resistance Qtn,cs 200150100500Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resistanc SBTn Index Ic (Robertson 1990)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Liquefied Su/Sig'v Su/Sig'v 0.50.40.30.20.10Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Peak Su ratio Liq. Su ratio Liquefied Su/Sig'v CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 44 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Field input data :: Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 1 0.10 0.69 0.00 87.36100.00-0.33 2 0.20 0.57 0.01 87.36100.00-0.33 3 0.30 1.03 0.01 87.3698.07-0.33 4 0.38 1.03 0.00 87.36100.00-0.33 5 0.41 0.46 0.02 87.3695.34-0.38 6 0.48 2.30 0.04 87.3671.83-0.32 7 0.55 4.48 0.04 90.6251.67-0.32 8 0.60 6.21 0.05 92.0440.89-0.38 9 0.66 7.70 0.05 92.8333.79-0.44 10 0.72 9.77 0.05 93.4828.47-0.33 11 0.80 11.84 0.05 93.7927.26-0.11 12 0.86 9.43 0.05 94.2425.51-0.22 13 0.92 12.53 0.05 94.605.000.11 14 1.00 14.72 0.05 95.185.000.22 15 1.05 15.52 0.05 95.805.000.22 16 1.16 17.36 0.06 96.475.000.22 17 1.21 17.94 0.06 97.095.000.33 18 1.27 19.09 0.07 97.425.000.33 19 1.37 20.24 0.06 97.435.000.33 20 1.42 20.93 0.06 97.375.000.33 21 1.48 21.50 0.06 97.345.000.44 22 1.54 22.19 0.06 97.705.000.33 23 1.60 22.65 0.07 98.195.000.33 24 1.66 22.88 0.07 98.935.000.33 25 1.71 23.11 0.08 100.415.000.33 26 1.82 23.57 0.12 102.005.000.33 27 1.88 23.80 0.14 103.4316.630.33 28 1.92 24.15 0.15 104.3417.300.22 29 1.97 24.03 0.17 104.8917.750.22 30 2.07 24.03 0.17 105.1918.070.44 31 2.13 24.03 0.17 105.2917.990.22 32 2.18 24.61 0.18 105.3717.670.44 33 2.27 25.41 0.18 105.4417.180.22 34 2.35 25.99 0.18 105.6116.660.44 35 2.44 27.14 0.18 105.9116.080.22 36 2.54 28.75 0.19 106.1815.490.33 37 2.58 29.44 0.19 106.2815.240.22 38 2.61 28.63 0.19 106.2514.910.11 39 2.63 30.13 0.19 106.2614.470.11 40 2.72 31.51 0.18 106.3713.780.11 41 2.78 32.43 0.19 106.5813.330.11 42 2.84 33.34 0.20 106.8213.100.11 43 2.89 33.80 0.20 107.1513.000.11 44 2.98 34.49 0.21 107.4912.990.11 45 3.05 34.95 0.22 107.8313.070.00 46 3.09 34.95 0.23 108.0613.160.22 47 3.18 35.07 0.23 108.0313.170.44 48 3.24 34.72 0.22 107.6813.140.55 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 45 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 49 3.30 33.46 0.20 106.9913.080.55 50 3.37 32.31 0.18 106.1812.990.55 51 3.44 31.74 0.16 105.5012.770.66 52 3.50 31.85 0.15 104.925.000.55 53 3.56 31.97 0.14 104.635.000.44 54 3.64 31.74 0.14 104.465.000.44 55 3.69 30.93 0.14 104.465.000.44 56 3.75 29.32 0.15 104.545.000.44 57 3.83 30.99 0.15 104.9213.300.44 58 3.89 30.59 0.17 105.5913.480.44 59 3.94 31.05 0.19 106.6914.360.44 60 4.00 31.05 0.23 107.7615.210.44 61 4.07 31.05 0.26 109.0616.140.33 62 4.14 32.43 0.31 109.9816.650.55 63 4.24 33.00 0.33 110.6516.310.33 64 4.29 35.87 0.33 110.8815.320.33 65 4.37 38.52 0.33 110.9014.340.44 66 4.42 38.52 0.32 110.8314.250.22 67 4.49 35.99 0.32 110.6714.590.11 68 4.53 35.76 0.31 110.3413.680.11 69 4.64 41.97 0.27 110.0612.110.11 70 4.70 44.50 0.27 109.7510.630.22 71 4.74 44.84 0.26 109.579.740.22 72 4.80 48.29 0.24 109.739.120.11 73 4.89 51.17 0.27 110.318.790.11 74 4.93 52.09 0.31 111.878.950.11 75 5.02 57.95 0.41 113.018.680.44 76 5.10 63.47 0.41 113.878.190.66 77 5.15 65.54 0.42 114.217.630.66 78 5.20 68.53 0.45 114.727.080.88 79 5.29 76.69 0.47 115.236.391.09 80 5.33 82.21 0.48 115.745.551.31 81 5.43 90.26 0.50 116.114.871.31 82 5.47 96.01 0.51 116.504.261.42 83 5.53 102.22 0.52 116.773.891.42 84 5.58 104.17 0.53 117.083.641.53 85 5.65 107.97 0.56 117.403.541.53 86 5.72 110.50 0.58 117.673.411.53 87 5.78 112.91 0.58 117.823.321.53 88 5.87 113.49 0.58 117.893.281.53 89 5.91 113.03 0.59 118.033.381.53 90 5.98 112.11 0.62 118.173.551.53 91 6.04 110.38 0.62 118.273.791.53 92 6.13 107.39 0.63 118.223.981.31 93 6.18 105.67 0.62 118.043.991.31 94 6.27 107.22 0.58 117.753.871.31 95 6.33 106.01 0.56 117.503.681.31 96 6.37 107.05 0.55 117.323.571.31 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 46 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 97 6.46 107.62 0.54 117.233.411.31 98 6.54 109.23 0.54 117.203.301.42 99 6.59 110.15 0.54 117.293.221.42 100 6.63 111.76 0.55 117.583.131.42 101 6.72 116.94 0.59 118.043.001.42 102 6.82 123.15 0.63 118.462.771.42 103 6.87 127.63 0.63 118.692.491.42 104 6.92 132.34 0.62 118.802.201.53 105 6.98 137.52 0.63 118.951.951.64 106 7.02 141.77 0.65 119.251.701.75 107 7.09 151.09 0.67 119.631.401.75 108 7.16 161.55 0.70 120.001.151.86 109 7.22 165.23 0.72 120.290.981.86 110 7.29 169.02 0.73 120.510.841.97 111 7.36 176.38 0.74 120.760.702.08 112 7.42 181.44 0.77 121.130.562.08 113 7.48 189.84 0.82 121.760.472.08 114 7.56 202.60 0.91 122.510.412.19 115 7.62 210.88 0.99 123.260.422.19 116 7.68 215.25 1.07 123.860.482.30 117 7.75 219.50 1.14 124.310.562.30 118 7.81 221.46 1.18 124.610.582.30 119 7.88 225.02 1.20 124.810.572.30 120 7.95 228.01 1.22 124.920.522.30 121 8.01 230.08 1.21 124.710.412.41 122 8.09 226.86 1.09 124.010.172.30 123 8.14 222.49 0.91 122.720.002.30 124 8.21 216.74 0.71 121.290.002.30 125 8.28 207.31 0.63 119.950.002.19 126 8.34 201.33 0.55 118.840.002.19 127 8.40 186.62 0.47 117.590.002.08 128 8.47 185.98 0.39 116.330.001.53 129 8.54 185.98 0.34 115.290.001.53 130 8.60 185.35 0.31 114.730.001.53 131 8.71 207.31 0.30 114.960.001.75 132 8.79 216.97 0.35 116.040.001.75 133 8.88 235.37 0.44 117.610.001.75 134 8.96 247.33 0.54 118.930.001.97 135 9.02 235.20 0.60 119.860.001.97 136 9.07 237.44 0.65 120.490.002.19 137 9.13 235.02 0.71 120.980.002.19 138 9.19 231.92 0.74 121.270.002.30 139 9.27 228.93 0.74 121.180.002.08 140 9.34 227.90 0.69 120.840.001.86 141 9.44 228.70 0.65 120.510.001.86 142 9.47 233.76 0.64 120.430.001.97 143 9.54 239.28 0.66 120.740.002.19 144 9.63 241.92 0.72 121.150.002.19 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 47 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 145 9.67 241.81 0.75 121.600.002.52 146 9.72 239.97 0.80 122.230.002.52 147 9.79 242.10 0.92 122.930.002.52 148 9.86 237.21 1.01 123.510.002.52 149 9.92 242.38 1.02 123.710.002.41 150 10.01 242.84 1.00 123.750.002.41 151 10.07 246.06 1.01 123.760.002.30 152 10.11 248.94 1.01 123.820.002.30 153 10.17 251.93 1.01 123.910.002.30 154 10.25 258.37 1.03 124.160.002.30 155 10.32 268.14 1.09 124.610.002.30 156 10.37 275.96 1.18 125.520.002.52 157 10.47 284.81 1.43 126.410.002.73 158 10.50 288.72 1.54 127.470.102.73 159 10.57 293.44 1.79 128.340.402.84 160 10.64 297.46 2.01 129.280.762.84 161 10.70 300.91 2.24 130.101.092.95 162 10.78 305.85 2.48 130.781.372.95 163 10.85 308.96 2.63 131.291.583.06 164 10.91 311.26 2.74 131.641.713.06 165 10.97 315.17 2.84 131.891.763.06 166 11.03 320.69 2.88 131.681.533.06 167 11.12 322.87 2.46 131.111.143.06 168 11.17 322.87 2.21 130.280.693.06 169 11.24 322.18 2.07 129.830.513.06 170 11.29 319.31 2.07 129.600.432.95 171 11.37 318.62 2.02 129.420.392.73 172 11.43 317.29 1.93 129.110.342.73 173 11.50 308.04 1.84 128.780.212.73 174 11.58 315.97 1.78 128.540.132.73 175 11.62 314.36 1.75 128.370.092.73 176 11.68 304.47 1.73 128.300.152.52 177 11.77 304.59 1.74 128.340.262.52 178 11.82 304.59 1.80 128.540.352.52 179 11.88 304.70 1.87 128.820.502.52 180 11.95 302.98 1.96 129.270.782.63 181 12.03 298.84 2.17 129.751.122.73 182 12.08 295.27 2.31 130.311.482.73 183 12.14 298.44 2.48 130.811.792.84 184 12.21 298.03 2.66 131.232.043.06 185 12.28 296.88 2.74 131.452.222.95 186 12.34 294.81 2.73 131.452.312.95 187 12.41 290.22 2.68 131.182.282.95 188 12.48 284.93 2.48 130.692.152.95 189 12.54 279.52 2.26 129.971.823.06 190 12.61 281.13 2.01 129.181.443.06 191 12.67 279.06 1.81 128.441.063.06 192 12.73 278.49 1.68 127.820.803.06 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 48 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 193 12.81 276.99 1.57 127.360.633.06 194 12.88 274.81 1.51 127.030.563.06 195 12.94 270.78 1.48 126.830.573.06 196 13.00 266.30 1.46 126.770.653.06 197 13.08 264.11 1.50 126.850.783.06 198 13.13 262.62 1.55 127.181.013.06 199 13.20 259.06 1.68 127.561.313.06 200 13.26 255.03 1.77 127.921.623.17 201 13.32 252.85 1.82 128.141.893.17 202 13.39 247.33 1.87 128.352.183.06 203 13.48 242.27 1.96 128.532.483.28 204 13.52 239.05 2.00 128.742.733.28 205 13.58 238.76 2.06 128.902.913.17 206 13.67 237.78 2.11 129.073.043.28 207 13.72 238.47 2.15 129.253.173.17 208 13.79 238.53 2.22 129.423.293.28 209 13.85 238.53 2.26 129.473.333.28 210 13.92 238.59 2.19 129.313.233.39 211 13.98 238.24 2.08 129.023.013.39 212 14.04 241.12 2.00 128.652.693.39 213 14.12 244.57 1.86 128.222.293.61 214 14.18 248.59 1.71 127.921.833.61 215 14.25 264.57 1.72 127.441.353.61 216 14.32 264.69 1.48 127.171.033.61 217 14.39 266.41 1.50 127.811.343.61 218 14.44 267.33 2.15 129.652.353.50 219 14.51 268.14 2.93 131.073.273.72 220 14.57 267.62 2.90 131.713.744.05 221 14.66 267.62 2.88 131.893.903.17 222 14.71 267.10 3.15 132.064.353.57 223 14.77 246.75 3.20 131.694.452.95 224 14.84 242.96 2.52 130.964.233.57 225 14.90 245.37 2.38 130.424.032.73 226 14.96 234.33 2.66 130.844.283.39 227 15.04 247.67 2.95 131.454.664.37 228 15.11 252.39 3.05 131.764.524.81 229 15.17 258.60 2.94 131.644.214.92 230 15.22 262.05 2.75 131.283.665.36 231 15.29 271.70 2.56 130.833.055.69 232 15.37 280.90 2.38 130.442.485.80 233 15.43 288.03 2.28 130.142.105.80 234 15.49 290.22 2.22 129.941.885.80 235 15.57 290.22 2.17 129.871.835.91 236 15.63 290.22 2.20 130.031.916.01 237 15.69 291.71 2.37 130.562.235.91 238 15.76 291.14 2.67 131.272.665.91 239 15.81 291.83 2.93 132.093.225.91 240 15.89 292.29 3.32 132.833.735.91 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 49 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 241 15.96 293.78 3.61 133.454.195.91 242 16.02 294.36 3.80 133.844.425.91 243 16.10 298.61 3.88 133.934.395.91 244 16.16 301.71 3.71 133.794.136.01 245 16.21 306.66 3.53 133.373.646.01 246 16.29 312.98 3.21 132.783.046.01 247 16.35 317.35 2.85 131.942.346.01 248 16.41 319.77 2.45 130.911.566.12 249 16.47 329.88 2.05 129.890.896.34 250 16.54 332.99 1.86 129.020.396.23 251 16.61 331.15 1.71 128.430.096.12 252 16.67 335.06 1.60 125.210.006.12 253 16.76 349.66 0.00 119.950.006.12 254 16.81 354.03 0.00 87.36N/A6.12 255 16.86 357.48 0.00 87.36N/A6.01 256 16.94 359.09 0.00 87.36N/A6.34 257 17.00 362.31 0.00 87.36N/A6.23 Abbreviations Depth:qc:fs:u: Fines content: Unit weight: Depth from free surface, at which CPT was performed (ft)Measured cone resistance (tsf)Sleeve friction resistance (tsf)Pore pressure (tsf)Percentage of fines in soil (%)Bulk soil unit weight (pcf) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 50 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 1 6.11 0.38 0.03 0.35 0.99 0.452 0.452 1.00 0.4521.00 No1.00 2 6.20 0.38 0.04 0.35 0.99 0.455 0.456 1.00 0.4561.00 No1.00 3 6.30 0.39 0.04 0.35 0.99 0.459 0.459 1.00 0.4591.00 No1.00 4 6.38 0.39 0.04 0.35 0.99 0.461 0.461 1.00 0.4611.00 No1.00 5 6.41 0.39 0.04 0.35 0.99 0.462 0.462 1.00 0.4621.00 No1.00 6 6.48 0.40 0.05 0.35 0.99 0.465 0.465 1.00 0.4651.00 No1.00 7 6.55 0.40 0.05 0.35 0.99 0.467 0.467 1.00 0.4671.00 No1.00 8 6.60 0.40 0.05 0.35 0.99 0.469 0.469 1.00 0.4691.00 No1.00 9 6.66 0.40 0.05 0.35 0.99 0.471 0.471 1.00 0.4711.00 No1.00 10 6.72 0.41 0.05 0.35 0.99 0.473 0.473 1.00 0.4731.00 No1.00 11 6.80 0.41 0.06 0.35 0.99 0.475 0.475 1.00 0.4751.00 No1.00 12 6.86 0.41 0.06 0.36 0.99 0.477 0.477 1.00 0.4771.00 No1.00 13 6.92 0.42 0.06 0.36 0.99 0.479 0.479 1.00 0.4791.00 No1.00 14 7.00 0.42 0.06 0.36 0.99 0.482 0.482 1.00 0.4821.00 No1.00 15 7.05 0.42 0.06 0.36 0.99 0.483 0.483 1.00 0.4831.00 No1.00 16 7.16 0.43 0.07 0.36 0.99 0.486 0.487 1.00 0.4871.00 No1.00 17 7.21 0.43 0.07 0.36 0.99 0.488 0.488 1.00 0.4881.00 No1.00 18 7.27 0.43 0.07 0.36 0.99 0.490 0.490 1.00 0.4901.00 No1.00 19 7.37 0.44 0.07 0.36 0.98 0.493 0.493 1.00 0.4931.00 No1.00 20 7.42 0.44 0.08 0.37 0.98 0.494 0.495 1.00 0.4951.00 No1.00 21 7.48 0.44 0.08 0.37 0.98 0.496 0.496 1.00 0.4961.00 No1.00 22 7.54 0.45 0.08 0.37 0.98 0.498 0.498 1.00 0.4981.00 No1.00 23 7.61 0.45 0.08 0.37 0.98 0.500 0.500 1.00 0.5001.00 No1.00 24 7.66 0.45 0.08 0.37 0.98 0.501 0.501 1.00 0.5011.00 No1.00 25 7.71 0.45 0.08 0.37 0.98 0.503 0.503 1.00 0.5031.00 No1.00 26 7.82 0.46 0.09 0.37 0.98 0.506 0.506 1.00 0.5061.00 No1.00 27 7.88 0.46 0.09 0.37 0.98 0.508 0.508 1.00 0.5081.00 No1.00 28 7.92 0.47 0.09 0.37 0.98 0.509 0.509 1.00 0.5091.00 No1.00 29 7.97 0.47 0.09 0.38 0.98 0.510 0.510 1.00 0.5101.00 No1.00 30 8.07 0.47 0.10 0.38 0.98 0.513 0.513 1.00 0.5131.00 No1.00 31 8.13 0.48 0.10 0.38 0.98 0.514 0.514 1.00 0.5141.00 No1.00 32 8.18 0.48 0.10 0.38 0.98 0.516 0.516 1.00 0.5161.00 No1.00 33 8.27 0.48 0.10 0.38 0.98 0.518 0.518 1.00 0.5181.00 No1.00 34 8.36 0.49 0.10 0.38 0.98 0.520 0.520 1.00 0.5201.00 No1.00 35 8.45 0.49 0.11 0.39 0.98 0.523 0.523 1.00 0.5231.00 No1.00 36 8.54 0.50 0.11 0.39 0.98 0.525 0.525 1.00 0.5251.00 No1.00 37 8.58 0.50 0.11 0.39 0.98 0.526 0.526 1.00 0.5261.00 No1.00 38 8.61 0.50 0.11 0.39 0.98 0.527 0.527 1.00 0.5271.00 No1.00 39 8.63 0.50 0.11 0.39 0.98 0.527 0.528 1.00 0.5281.00 No1.00 40 8.72 0.51 0.12 0.39 0.98 0.529 0.530 1.00 0.5301.00 No1.00 41 8.78 0.51 0.12 0.39 0.98 0.531 0.531 1.00 0.5311.00 No1.00 42 8.84 0.51 0.12 0.39 0.98 0.532 0.532 1.00 0.5321.00 No1.00 43 8.89 0.52 0.12 0.40 0.98 0.534 0.534 1.00 0.5341.00 No1.00 44 8.98 0.52 0.12 0.40 0.98 0.536 0.536 1.00 0.5361.00 No1.00 45 9.05 0.53 0.13 0.40 0.98 0.537 0.538 1.00 0.5381.00 No1.00 46 9.09 0.53 0.13 0.40 0.98 0.538 0.538 1.00 0.5381.00 No1.00 47 9.18 0.53 0.13 0.40 0.98 0.540 0.541 1.00 0.5411.00 No1.00 48 9.24 0.54 0.13 0.40 0.98 0.542 0.542 1.00 0.5421.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 51 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 49 9.30 0.54 0.13 0.41 0.98 0.543 0.543 1.00 0.5431.00 No1.00 50 9.37 0.54 0.14 0.41 0.98 0.545 0.545 1.00 0.5451.00 No1.00 51 9.44 0.55 0.14 0.41 0.98 0.546 0.546 1.00 0.5461.00 No1.00 52 9.50 0.55 0.14 0.41 0.98 0.548 0.548 1.00 0.5481.00 No1.00 53 9.56 0.55 0.14 0.41 0.98 0.549 0.549 1.00 0.5491.00 No1.00 54 9.64 0.56 0.14 0.41 0.98 0.551 0.551 1.00 0.5511.00 No1.00 55 9.69 0.56 0.15 0.41 0.98 0.552 0.552 1.00 0.5521.00 No1.00 56 9.76 0.56 0.15 0.41 0.98 0.553 0.554 1.00 0.5541.00 No1.00 57 9.82 0.57 0.15 0.42 0.98 0.555 0.555 1.00 0.5551.00 No1.00 58 9.89 0.57 0.15 0.42 0.98 0.556 0.556 1.00 0.5561.00 No1.00 59 9.95 0.57 0.15 0.42 0.98 0.557 0.558 1.00 0.5581.00 No1.00 60 10.00 0.58 0.16 0.42 0.98 0.559 0.559 1.00 0.5591.00 No1.00 61 10.07 0.58 0.16 0.42 0.98 0.560 0.560 1.00 0.5601.00 No1.00 62 10.14 0.58 0.16 0.42 0.98 0.561 0.562 1.00 0.5621.00 No1.00 63 10.24 0.59 0.16 0.43 0.98 0.564 0.564 1.00 0.5641.00 No1.00 64 10.29 0.59 0.17 0.43 0.98 0.564 0.565 1.00 0.5651.00 No1.00 65 10.37 0.60 0.17 0.43 0.98 0.566 0.566 1.00 0.5661.00 No1.00 66 10.42 0.60 0.17 0.43 0.98 0.567 0.567 1.00 0.5671.00 No1.00 67 10.49 0.60 0.17 0.43 0.98 0.568 0.569 1.00 0.5691.00 No1.00 68 10.53 0.61 0.17 0.43 0.98 0.569 0.569 1.00 0.5691.00 No1.00 69 10.64 0.61 0.18 0.44 0.98 0.571 0.571 1.00 0.5711.00 No1.00 70 10.70 0.61 0.18 0.44 0.98 0.572 0.572 1.00 0.5721.00 No1.00 71 10.74 0.62 0.18 0.44 0.98 0.573 0.573 1.00 0.5731.00 No1.00 72 10.80 0.62 0.18 0.44 0.98 0.574 0.574 1.00 0.5741.00 No1.00 73 10.89 0.63 0.18 0.44 0.98 0.576 0.576 1.00 0.5761.00 No1.00 74 10.93 0.63 0.19 0.44 0.98 0.577 0.577 1.00 0.5771.00 No1.00 75 11.02 0.63 0.19 0.44 0.98 0.578 0.578 1.00 0.5781.00 No1.00 76 11.10 0.64 0.19 0.45 0.98 0.580 0.580 1.00 0.5801.00 No1.00 77 11.15 0.64 0.19 0.45 0.98 0.580 0.581 1.00 0.5811.00 No1.00 78 11.20 0.64 0.19 0.45 0.98 0.581 0.581 1.00 0.5811.00 No1.00 79 11.29 0.65 0.20 0.45 0.98 0.583 0.583 1.00 0.5831.00 No1.00 80 11.33 0.65 0.20 0.45 0.98 0.583 0.584 1.00 0.5841.00 No1.00 81 11.43 0.66 0.20 0.46 0.98 0.585 0.585 1.00 0.5851.00 No1.00 82 11.47 0.66 0.20 0.46 0.98 0.586 0.586 1.00 0.5861.00 No1.00 83 11.53 0.66 0.20 0.46 0.98 0.586 0.587 1.00 0.5871.00 No1.00 84 11.58 0.66 0.21 0.46 0.98 0.587 0.588 1.00 0.5881.00 No1.00 85 11.65 0.67 0.21 0.46 0.98 0.588 0.589 1.00 0.5891.00 No1.00 86 11.72 0.67 0.21 0.46 0.98 0.589 0.590 1.00 0.5901.00 No1.00 87 11.78 0.68 0.21 0.46 0.98 0.590 0.591 1.00 0.5911.00 No1.00 88 11.87 0.68 0.21 0.47 0.98 0.592 0.592 1.00 0.5921.00 No1.00 89 11.91 0.68 0.22 0.47 0.98 0.592 0.593 1.00 0.5931.00 No1.00 90 11.98 0.69 0.22 0.47 0.97 0.593 0.593 1.00 0.5931.00 No1.00 91 12.04 0.69 0.22 0.47 0.97 0.594 0.594 1.00 0.5941.00 No1.00 92 12.13 0.70 0.22 0.47 0.97 0.595 0.596 1.00 0.5961.00 No1.00 93 12.18 0.70 0.22 0.48 0.97 0.596 0.596 1.00 0.5961.00 No1.00 94 12.27 0.71 0.23 0.48 0.97 0.597 0.598 1.00 0.5981.00 No1.00 95 12.33 0.71 0.23 0.48 0.97 0.598 0.599 1.00 0.5991.00 No1.00 96 12.37 0.71 0.23 0.48 0.97 0.599 0.599 1.00 0.5991.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 52 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 97 12.46 0.72 0.23 0.48 0.97 0.600 0.600 1.00 0.6001.00 No1.00 98 12.54 0.72 0.24 0.49 0.97 0.601 0.601 1.00 0.6011.00 No1.00 99 12.59 0.72 0.24 0.49 0.97 0.602 0.602 1.00 0.6021.00 No1.00 100 12.63 0.73 0.24 0.49 0.97 0.602 0.603 1.00 0.6031.00 No1.00 101 12.72 0.73 0.24 0.49 0.97 0.604 0.604 1.00 0.6041.00 No1.00 102 12.82 0.74 0.24 0.49 0.97 0.605 0.605 1.00 0.6051.00 No1.00 103 12.87 0.74 0.25 0.50 0.97 0.606 0.606 1.00 0.6061.00 No1.00 104 12.92 0.74 0.25 0.50 0.97 0.606 0.606 1.00 0.6061.00 No1.00 105 12.98 0.75 0.25 0.50 0.97 0.607 0.607 1.00 0.6071.00 No1.00 106 13.02 0.75 0.25 0.50 0.97 0.607 0.608 1.00 0.6081.00 No1.00 107 13.09 0.75 0.25 0.50 0.97 0.608 0.609 1.00 0.6091.00 No1.00 108 13.16 0.76 0.25 0.50 0.97 0.609 0.609 1.00 0.6091.00 No1.00 109 13.22 0.76 0.26 0.51 0.97 0.610 0.610 1.00 0.6101.00 No1.00 110 13.29 0.77 0.26 0.51 0.97 0.611 0.611 1.00 0.6111.00 No1.00 111 13.36 0.77 0.26 0.51 0.97 0.611 0.612 1.00 0.6121.00 No1.00 112 13.42 0.77 0.26 0.51 0.97 0.612 0.612 1.00 0.6121.00 No1.00 113 13.48 0.78 0.26 0.51 0.97 0.613 0.613 1.00 0.6131.00 No1.00 114 13.56 0.78 0.27 0.52 0.97 0.614 0.614 1.00 0.6141.00 No1.00 115 13.62 0.79 0.27 0.52 0.97 0.614 0.615 1.00 0.6151.00 No1.00 116 13.68 0.79 0.27 0.52 0.97 0.615 0.615 1.00 0.6151.00 No1.00 117 13.75 0.79 0.27 0.52 0.97 0.616 0.616 1.00 0.6161.00 No1.00 118 13.81 0.80 0.27 0.52 0.97 0.616 0.617 1.00 0.6171.00 No1.00 119 13.88 0.80 0.28 0.52 0.97 0.617 0.617 1.00 0.6171.00 No1.00 120 13.95 0.81 0.28 0.53 0.97 0.618 0.618 1.00 0.6181.00 No1.00 121 14.01 0.81 0.28 0.53 0.97 0.618 0.619 1.00 0.6191.00 No1.00 122 14.09 0.82 0.28 0.53 0.97 0.619 0.619 1.00 0.6191.00 No1.00 123 14.14 0.82 0.29 0.53 0.97 0.620 0.620 1.00 0.6201.00 No1.00 124 14.21 0.82 0.29 0.54 0.97 0.620 0.621 1.00 0.6211.00 No1.00 125 14.28 0.83 0.29 0.54 0.97 0.621 0.621 1.00 0.6211.00 No1.00 126 14.34 0.83 0.29 0.54 0.97 0.622 0.622 1.00 0.6221.00 No1.00 127 14.40 0.83 0.29 0.54 0.97 0.622 0.623 1.00 0.6231.00 No1.00 128 14.47 0.84 0.30 0.54 0.97 0.623 0.623 1.00 0.6231.00 No1.00 129 14.54 0.84 0.30 0.54 0.97 0.624 0.624 1.00 0.6241.00 No1.00 130 14.60 0.85 0.30 0.55 0.97 0.625 0.625 1.00 0.6251.00 No1.00 131 14.71 0.85 0.30 0.55 0.97 0.626 0.626 1.00 0.6261.00 No1.00 132 14.79 0.86 0.31 0.55 0.97 0.627 0.627 1.00 0.6271.00 No1.00 133 14.88 0.86 0.31 0.55 0.97 0.628 0.628 1.00 0.6281.00 No1.00 134 14.96 0.87 0.31 0.56 0.97 0.628 0.629 1.00 0.6291.00 No1.00 135 15.02 0.87 0.31 0.56 0.97 0.629 0.629 1.00 0.6291.00 No1.00 136 15.07 0.87 0.31 0.56 0.97 0.629 0.630 1.00 0.6301.00 No1.00 137 15.13 0.88 0.32 0.56 0.97 0.630 0.630 1.00 0.6301.00 No1.00 138 15.19 0.88 0.32 0.56 0.97 0.630 0.631 1.00 0.6311.00 No1.00 139 15.27 0.88 0.32 0.56 0.97 0.631 0.631 1.00 0.6311.00 No1.00 140 15.34 0.89 0.32 0.57 0.97 0.632 0.632 1.00 0.6321.00 No1.00 141 15.44 0.90 0.33 0.57 0.97 0.633 0.633 1.00 0.6331.00 No1.00 142 15.47 0.90 0.33 0.57 0.97 0.633 0.633 1.00 0.6331.00 No1.00 143 15.54 0.90 0.33 0.57 0.97 0.634 0.634 1.00 0.6341.00 No1.00 144 15.63 0.91 0.33 0.58 0.97 0.634 0.635 1.00 0.6351.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 53 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 145 15.67 0.91 0.33 0.58 0.97 0.635 0.635 1.00 0.6351.00 No1.00 146 15.72 0.91 0.33 0.58 0.97 0.635 0.635 1.00 0.6351.00 No1.00 147 15.79 0.92 0.34 0.58 0.97 0.636 0.636 1.00 0.6361.00 No1.00 148 15.86 0.92 0.34 0.58 0.97 0.636 0.636 1.00 0.6361.00 No1.00 149 15.92 0.92 0.34 0.58 0.97 0.637 0.637 1.00 0.6371.00 No1.00 150 16.01 0.93 0.34 0.59 0.97 0.637 0.638 1.00 0.6381.00 No1.00 151 16.07 0.93 0.35 0.59 0.97 0.638 0.638 1.00 0.6381.00 No1.00 152 16.11 0.94 0.35 0.59 0.97 0.638 0.638 1.00 0.6381.00 No1.00 153 16.17 0.94 0.35 0.59 0.97 0.639 0.639 1.00 0.6391.00 No1.00 154 16.25 0.94 0.35 0.59 0.97 0.639 0.639 1.00 0.6391.00 No1.00 155 16.32 0.95 0.35 0.60 0.97 0.640 0.640 1.00 0.6401.00 No1.00 156 16.37 0.95 0.35 0.60 0.97 0.640 0.640 1.00 0.6401.00 No1.00 157 16.47 0.96 0.36 0.60 0.97 0.641 0.641 1.00 0.6411.00 No1.00 158 16.50 0.96 0.36 0.60 0.97 0.641 0.641 1.00 0.6411.00 No1.00 159 16.57 0.97 0.36 0.60 0.97 0.641 0.642 1.00 0.6421.00 No1.00 160 16.64 0.97 0.36 0.61 0.96 0.642 0.642 1.00 0.6421.00 No1.00 161 16.70 0.97 0.37 0.61 0.96 0.642 0.642 1.00 0.6421.00 No1.00 162 16.78 0.98 0.37 0.61 0.96 0.642 0.643 1.00 0.6431.00 No1.00 163 16.85 0.98 0.37 0.61 0.96 0.643 0.643 1.00 0.6431.00 No1.00 164 16.91 0.99 0.37 0.62 0.96 0.643 0.643 1.00 0.6431.00 No1.00 165 16.97 0.99 0.37 0.62 0.96 0.643 0.644 1.00 0.6441.00 No1.00 166 17.03 1.00 0.38 0.62 0.96 0.644 0.644 1.00 0.6441.00 No1.00 167 17.12 1.00 0.38 0.62 0.96 0.644 0.645 1.00 0.6451.00 No1.00 168 17.17 1.00 0.38 0.62 0.96 0.645 0.645 1.00 0.6451.00 No1.00 169 17.24 1.01 0.38 0.63 0.96 0.645 0.645 1.00 0.6451.00 No1.00 170 17.29 1.01 0.38 0.63 0.96 0.645 0.645 1.00 0.6451.00 No1.00 171 17.36 1.02 0.39 0.63 0.96 0.646 0.646 1.00 0.6461.00 No1.00 172 17.43 1.02 0.39 0.63 0.96 0.646 0.646 1.00 0.6461.00 No1.00 173 17.50 1.03 0.39 0.64 0.96 0.646 0.646 1.00 0.6461.00 No1.00 174 17.58 1.03 0.39 0.64 0.96 0.647 0.647 1.00 0.6471.00 No1.00 175 17.62 1.03 0.39 0.64 0.96 0.647 0.647 1.00 0.6471.00 No1.00 176 17.68 1.04 0.40 0.64 0.96 0.647 0.647 1.00 0.6471.00 No1.00 177 17.77 1.04 0.40 0.64 0.96 0.648 0.648 1.00 0.6481.00 No1.00 178 17.82 1.05 0.40 0.65 0.96 0.648 0.648 1.00 0.6481.00 No1.00 179 17.88 1.05 0.40 0.65 0.96 0.648 0.648 1.00 0.6481.00 No1.00 180 17.95 1.05 0.40 0.65 0.96 0.649 0.649 1.00 0.6491.00 No1.00 181 18.03 1.06 0.41 0.65 0.96 0.649 0.649 1.00 0.6491.00 No1.00 182 18.08 1.06 0.41 0.66 0.96 0.649 0.649 1.00 0.6491.00 No1.00 183 18.14 1.07 0.41 0.66 0.96 0.649 0.650 1.00 0.6501.00 No1.00 184 18.21 1.07 0.41 0.66 0.96 0.650 0.650 1.00 0.6501.00 No1.00 185 18.28 1.08 0.41 0.66 0.96 0.650 0.650 1.00 0.6501.00 No1.00 186 18.34 1.08 0.42 0.66 0.96 0.650 0.651 1.00 0.6511.00 No1.00 187 18.41 1.09 0.42 0.67 0.96 0.651 0.651 1.00 0.6511.00 No1.00 188 18.48 1.09 0.42 0.67 0.96 0.651 0.651 1.00 0.6511.00 No1.00 189 18.54 1.09 0.42 0.67 0.96 0.651 0.651 1.00 0.6511.00 No1.00 190 18.61 1.10 0.42 0.67 0.96 0.651 0.652 1.00 0.6521.00 No1.00 191 18.67 1.10 0.43 0.68 0.96 0.652 0.652 1.00 0.6521.00 No1.00 192 18.73 1.11 0.43 0.68 0.96 0.652 0.652 1.00 0.6521.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 54 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 193 18.81 1.11 0.43 0.68 0.96 0.652 0.653 1.00 0.6531.00 No1.00 194 18.89 1.12 0.43 0.68 0.96 0.653 0.653 1.00 0.6531.00 No1.00 195 18.93 1.12 0.43 0.68 0.96 0.653 0.653 1.00 0.6531.00 No1.00 196 19.00 1.12 0.44 0.69 0.96 0.653 0.653 1.00 0.6531.00 No1.00 197 19.08 1.13 0.44 0.69 0.96 0.654 0.654 1.00 0.6541.00 No1.00 198 19.13 1.13 0.44 0.69 0.96 0.654 0.654 1.00 0.6541.00 No1.00 199 19.20 1.14 0.44 0.69 0.96 0.654 0.654 1.00 0.6541.00 No1.00 200 19.26 1.14 0.44 0.69 0.96 0.654 0.655 1.00 0.6551.00 No1.00 201 19.32 1.14 0.45 0.70 0.96 0.655 0.655 1.00 0.6551.00 No1.00 202 19.39 1.15 0.45 0.70 0.96 0.655 0.655 1.00 0.6551.00 No1.00 203 19.48 1.15 0.45 0.70 0.96 0.655 0.655 1.00 0.6551.00 No1.00 204 19.52 1.16 0.45 0.70 0.96 0.655 0.656 1.00 0.6561.00 No1.00 205 19.58 1.16 0.46 0.71 0.96 0.656 0.656 1.00 0.6561.00 No1.00 206 19.67 1.17 0.46 0.71 0.96 0.656 0.656 1.00 0.6561.00 No1.00 207 19.72 1.17 0.46 0.71 0.96 0.656 0.656 1.00 0.6561.00 No1.00 208 19.79 1.17 0.46 0.71 0.96 0.656 0.657 1.00 0.6571.00 No1.00 209 19.85 1.18 0.46 0.71 0.96 0.657 0.657 1.00 0.6571.00 No1.00 210 19.92 1.18 0.47 0.72 0.96 0.657 0.657 1.00 0.6571.00 No1.00 211 19.98 1.19 0.47 0.72 0.96 0.657 0.657 1.00 0.6571.00 No1.00 212 20.04 1.19 0.47 0.72 0.96 0.657 0.658 1.00 0.6581.00 No1.00 213 20.11 1.19 0.47 0.72 0.96 0.658 0.658 1.00 0.6581.00 No1.00 214 20.18 1.20 0.47 0.73 0.96 0.658 0.658 1.00 0.6581.00 No1.00 215 20.25 1.20 0.48 0.73 0.96 0.658 0.658 1.00 0.6581.00 No1.00 216 20.32 1.21 0.48 0.73 0.96 0.658 0.659 1.00 0.6591.00 No1.00 217 20.39 1.21 0.48 0.73 0.96 0.659 0.659 1.00 0.6591.00 No1.00 218 20.44 1.22 0.48 0.73 0.96 0.659 0.659 1.00 0.6591.00 No1.00 219 20.51 1.22 0.48 0.74 0.96 0.659 0.659 1.00 0.6591.00 No1.00 220 20.57 1.22 0.49 0.74 0.96 0.659 0.659 1.00 0.6591.00 No1.00 221 20.66 1.23 0.49 0.74 0.96 0.659 0.660 1.00 0.6601.00 No1.00 222 20.71 1.23 0.49 0.74 0.96 0.659 0.660 1.00 0.6601.00 No1.00 223 20.77 1.24 0.49 0.74 0.95 0.660 0.660 1.00 0.6601.00 No1.00 224 20.84 1.24 0.49 0.75 0.95 0.660 0.660 1.00 0.6601.00 No1.00 225 20.90 1.25 0.50 0.75 0.95 0.660 0.660 1.00 0.6601.00 No1.00 226 20.96 1.25 0.50 0.75 0.95 0.660 0.660 1.00 0.6601.00 No1.00 227 21.04 1.25 0.50 0.75 0.95 0.660 0.661 1.00 0.6611.00 No1.00 228 21.11 1.26 0.50 0.76 0.95 0.660 0.661 1.00 0.6611.00 No1.00 229 21.17 1.26 0.50 0.76 0.95 0.661 0.661 1.00 0.6611.00 No1.00 230 21.22 1.27 0.51 0.76 0.95 0.661 0.661 1.00 0.6611.00 No1.00 231 21.29 1.27 0.51 0.76 0.95 0.661 0.661 1.00 0.6611.00 No1.00 232 21.37 1.28 0.51 0.77 0.95 0.661 0.661 1.00 0.6611.00 No1.00 233 21.43 1.28 0.51 0.77 0.95 0.661 0.661 1.00 0.6611.00 No1.00 234 21.49 1.28 0.51 0.77 0.95 0.661 0.662 1.00 0.6621.00 No1.00 235 21.57 1.29 0.52 0.77 0.95 0.662 0.662 1.00 0.6621.00 No1.00 236 21.63 1.29 0.52 0.77 0.95 0.662 0.662 1.00 0.6621.00 No1.00 237 21.69 1.30 0.52 0.78 0.95 0.662 0.662 1.00 0.6621.00 No1.00 238 21.76 1.30 0.52 0.78 0.95 0.662 0.662 1.00 0.6621.00 No1.00 239 21.82 1.31 0.52 0.78 0.95 0.662 0.662 1.00 0.6621.00 No1.00 240 21.89 1.31 0.53 0.78 0.95 0.662 0.663 1.00 0.6631.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 55 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 241 21.96 1.32 0.53 0.79 0.95 0.662 0.663 1.00 0.6631.00 No1.00 242 22.02 1.32 0.53 0.79 0.95 0.662 0.663 1.00 0.6631.00 No1.00 243 22.10 1.32 0.53 0.79 0.95 0.663 0.663 1.00 0.6631.00 No1.00 244 22.16 1.33 0.54 0.79 0.95 0.663 0.663 1.00 0.6631.00 No1.00 245 22.21 1.33 0.54 0.79 0.95 0.663 0.663 1.00 0.6631.00 No1.00 246 22.29 1.34 0.54 0.80 0.95 0.663 0.663 1.00 0.6631.00 No1.00 247 22.35 1.34 0.54 0.80 0.95 0.663 0.663 1.00 0.6631.00 No1.00 248 22.41 1.34 0.54 0.80 0.95 0.663 0.663 1.00 0.6631.00 No1.00 249 22.47 1.35 0.55 0.80 0.95 0.663 0.663 1.00 0.6631.00 No1.00 250 22.54 1.35 0.55 0.81 0.95 0.663 0.664 1.00 0.6641.00 No1.00 251 22.61 1.36 0.55 0.81 0.95 0.664 0.664 1.00 0.6641.00 No1.00 252 22.67 1.36 0.55 0.81 0.95 0.664 0.664 1.00 0.6641.00 No1.00 253 22.76 1.37 0.55 0.81 0.95 0.664 0.664 1.00 0.6641.00 No1.00 254 22.81 1.37 0.56 0.81 0.95 0.664 0.665 1.00 0.6651.00 No1.00 255 22.86 1.37 0.56 0.81 0.95 0.665 0.665 1.00 0.6651.00 No1.00 256 22.94 1.38 0.56 0.82 0.95 0.666 0.666 1.00 0.6661.00 No1.00 257 23.00 1.38 0.56 0.82 0.95 0.666 0.666 1.00 0.6661.00 No1.00 Depth: σv:u0:σv': rd:CSR:MSF:CSReq: Kσ: CSR*: Depth from free surface, at which CPT was performed (ft)Total overburden pressure at test point (tsf)Water pressure at test point (tsf)Effective overburden pressure based on GWT during earthquake (tsf)Nonlinear shear mass factorCyclic Stress RatioMagnitude Scaling FactorCSR adjusted for M=7.5Effective overburden stress factorCSR fully adjusted Abbreviations CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 56 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 1 0.65 3.50 0.21 1.00 1.03 21.38 22.01 3.600 No Yes6.11 2.00 2 0.76 3.53 0.58 1.00 1.20 22.40 26.98 3.600 No Yes6.20 2.00 3 0.87 3.49 0.67 1.00 1.38 21.03 29.01 3.600 No Yes6.30 2.00 4 0.84 3.57 1.05 1.00 1.32 24.17 31.79 3.600 No Yes6.38 2.00 5 1.26 3.46 1.48 1.00 1.99 20.03 39.92 3.600 No Yes6.41 2.00 6 2.41 3.18 1.34 1.00 3.84 12.39 47.53 3.600 No Yes6.48 2.00 7 4.33 2.89 0.97 0.88 6.91 7.13 49.26 3.600 No Yes6.55 2.00 8 6.12 2.71 0.74 0.82 9.80 4.79 46.96 3.600 No Yes6.60 2.00 9 7.89 2.57 0.59 0.78 12.63 3.48 43.96 0.087 No No6.66 0.18 10 9.77 2.45 0.48 0.74 15.64 2.65 41.46 0.085 No No6.72 0.18 11 10.34 2.42 0.47 0.73 16.56 2.49 41.16 0.084 No No6.80 0.18 12 11.27 2.38 0.44 0.72 18.04 2.26 40.78 0.084 No No6.86 0.18 13 12.23 2.34 0.42 0.71 19.58 1.00 19.58 0.066 No No6.92 0.14 14 14.26 2.25 0.37 0.68 22.84 1.00 22.84 0.069 No No7.00 0.14 15 15.87 2.20 0.35 0.67 25.42 1.00 25.42 0.071 No No7.05 0.15 16 16.94 2.17 0.35 0.66 27.14 1.00 27.14 0.073 No No7.16 0.15 17 18.13 2.15 0.35 0.65 29.05 1.00 29.05 0.074 No No7.21 0.15 18 19.09 2.12 0.34 0.64 30.58 1.00 30.58 0.075 No No7.27 0.15 19 20.09 2.09 0.32 0.64 32.18 1.00 32.18 0.077 No No7.37 0.16 20 20.90 2.07 0.30 0.63 33.47 1.00 33.47 0.078 No No7.42 0.16 21 21.55 2.05 0.29 0.62 34.51 1.00 34.51 0.079 No No7.48 0.16 22 22.12 2.04 0.29 0.62 35.42 1.00 35.42 0.080 No No7.54 0.16 23 22.58 2.04 0.30 0.62 36.15 1.00 36.15 0.080 No No7.61 0.16 24 22.88 2.04 0.33 0.62 36.64 1.00 36.64 0.081 No No7.66 0.16 25 23.19 2.07 0.39 0.63 37.13 1.00 37.13 0.081 No No7.71 0.16 26 23.50 2.10 0.48 0.64 37.62 1.00 37.62 0.081 No No7.82 0.16 27 23.84 2.13 0.57 0.65 38.17 1.46 55.79 0.096 No No7.88 0.19 28 24.00 2.15 0.64 0.65 38.41 1.50 57.62 0.098 No No7.92 0.19 29 24.07 2.16 0.69 0.66 38.53 1.53 58.87 0.099 No No7.97 0.19 30 24.03 2.17 0.72 0.66 38.46 1.55 59.57 0.100 No No8.07 0.19 31 24.23 2.17 0.72 0.66 38.76 1.54 59.84 0.100 No No8.13 0.19 32 24.69 2.16 0.71 0.66 39.50 1.52 60.14 0.100 No No8.18 0.19 33 25.34 2.14 0.70 0.65 40.54 1.49 60.53 0.101 No No8.27 0.19 34 26.18 2.13 0.68 0.65 41.89 1.46 61.28 0.101 No No8.36 0.19 35 27.30 2.11 0.67 0.64 43.67 1.43 62.54 0.103 No No8.45 0.20 36 28.45 2.09 0.66 0.63 45.51 1.40 63.87 0.104 No No8.54 0.20 37 28.94 2.08 0.65 0.63 46.30 1.39 64.45 0.105 No No8.58 0.20 38 29.40 2.07 0.64 0.63 47.03 1.38 64.80 0.105 No No8.61 0.20 39 30.09 2.05 0.62 0.62 48.14 1.36 65.46 0.106 No No8.63 0.20 40 31.36 2.03 0.60 0.62 50.17 1.33 66.95 0.108 No No8.72 0.20 41 32.43 2.01 0.59 0.61 51.88 1.32 68.44 0.110 No No8.78 0.21 42 33.19 2.01 0.59 0.61 53.10 1.31 69.67 0.111 No No8.84 0.21 43 33.88 2.00 0.60 0.61 54.20 1.31 70.94 0.113 No No8.89 0.21 44 34.41 2.00 0.61 0.61 55.06 1.31 72.04 0.115 No No8.98 0.21 45 34.80 2.00 0.63 0.61 55.67 1.31 72.97 0.116 No No9.05 0.22 46 34.99 2.01 0.65 0.61 55.98 1.31 73.53 0.117 No No9.09 0.22 47 34.92 2.01 0.65 0.61 55.85 1.31 73.39 0.117 No No9.18 0.22 48 34.42 2.01 0.63 0.61 55.05 1.31 72.29 0.115 No No9.24 0.21 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 57 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 49 33.50 2.00 0.59 0.61 53.57 1.31 70.24 0.112 No No9.30 0.21 50 32.51 2.00 0.55 0.61 51.97 1.31 67.99 0.109 No No9.37 0.20 51 31.98 1.99 0.52 0.61 51.10 1.30 66.51 0.107 No No9.44 0.20 52 31.86 1.98 0.48 0.60 50.91 1.00 50.91 0.092 No No9.50 0.17 53 31.86 1.97 0.46 0.60 50.90 1.00 50.90 0.092 No No9.56 0.17 54 31.55 1.97 0.46 0.60 50.40 1.00 50.40 0.092 No No9.64 0.17 55 30.67 1.99 0.47 0.61 48.98 1.00 48.98 0.091 No No9.69 0.16 56 30.42 2.00 0.48 0.61 48.57 1.00 48.57 0.090 No No9.76 0.16 57 30.31 2.01 0.51 0.61 48.38 1.32 63.78 0.104 No No9.82 0.19 58 30.88 2.02 0.55 0.61 49.30 1.32 65.28 0.106 No No9.89 0.19 59 30.90 2.05 0.64 0.62 49.33 1.36 66.87 0.108 No No9.95 0.19 60 31.06 2.08 0.73 0.63 49.57 1.39 68.94 0.110 No No10.00 0.20 61 31.52 2.11 0.86 0.64 50.31 1.44 72.21 0.115 No No10.07 0.21 62 32.17 2.13 0.95 0.65 51.34 1.46 75.08 0.119 No No10.14 0.21 63 33.77 2.12 0.97 0.64 53.92 1.44 77.86 0.124 No No10.24 0.22 64 35.80 2.08 0.93 0.63 57.17 1.40 79.81 0.127 No No10.29 0.23 65 37.64 2.05 0.87 0.62 60.12 1.36 81.47 0.130 No No10.37 0.23 66 37.68 2.05 0.86 0.62 60.18 1.35 81.34 0.130 No No10.42 0.23 67 36.76 2.06 0.87 0.63 58.69 1.36 80.10 0.128 No No10.49 0.22 68 37.91 2.03 0.80 0.62 60.53 1.33 80.57 0.129 No No10.53 0.23 69 40.75 1.97 0.70 0.60 65.08 1.28 83.49 0.134 No No10.64 0.23 70 43.77 1.91 0.61 0.58 69.94 1.24 86.97 0.141 No No10.70 0.25 71 45.88 1.87 0.56 0.57 73.32 1.22 89.31 0.146 No No10.74 0.26 72 48.10 1.85 0.53 0.56 76.89 1.20 92.04 0.153 No No10.80 0.27 73 50.52 1.83 0.54 0.56 80.76 1.18 95.61 0.161 No No10.89 0.28 74 53.74 1.84 0.62 0.56 85.93 1.19 102.31 0.180 No No10.93 0.31 75 57.84 1.83 0.65 0.56 92.52 1.18 109.11 0.201 No No11.02 0.35 76 62.33 1.80 0.66 0.55 99.72 1.16 115.32 0.223 No No11.10 0.38 77 65.86 1.78 0.65 0.54 105.38 1.12 118.49 0.235 No No11.15 0.40 78 70.27 1.75 0.64 0.53 112.46 1.08 121.86 0.248 No No11.20 0.43 79 75.83 1.71 0.62 0.52 121.39 1.02 123.58 0.256 No No11.29 0.44 80 83.07 1.67 0.58 0.51 133.02 1.00 133.02 0.299 No No11.33 0.51 81 89.51 1.63 0.56 0.50 143.36 1.00 143.36 0.354 No No11.43 0.61 82 96.18 1.59 0.53 0.50 154.08 1.00 154.08 0.420 No No11.47 0.72 83 100.82 1.57 0.52 0.50 161.52 1.00 161.52 0.472 No No11.53 0.80 84 104.81 1.55 0.51 0.50 167.92 1.00 167.92 0.520 No No11.58 0.89 85 107.57 1.55 0.52 0.50 172.35 1.00 172.35 0.556 No No11.65 0.94 86 110.48 1.54 0.52 0.50 177.03 1.00 177.03 0.596 No No11.72 1.01 87 112.32 1.53 0.52 0.50 179.98 1.00 179.98 0.622 No No11.78 1.05 88 113.17 1.53 0.52 0.50 181.32 1.00 181.32 0.634 No No11.87 1.07 89 112.90 1.54 0.53 0.50 180.89 1.00 180.89 0.630 No No11.91 1.06 90 111.86 1.55 0.55 0.50 179.22 1.00 179.22 0.615 No No11.98 1.04 91 109.98 1.56 0.57 0.50 176.19 1.00 176.19 0.589 No No12.04 0.99 92 107.83 1.58 0.58 0.50 172.73 1.00 172.73 0.559 No No12.13 0.94 93 106.78 1.58 0.57 0.50 171.03 1.00 171.03 0.545 No No12.18 0.91 94 106.32 1.57 0.55 0.50 170.29 1.00 170.29 0.539 No No12.27 0.90 95 106.78 1.56 0.53 0.50 171.02 1.00 171.02 0.545 No No12.33 0.91 96 106.91 1.55 0.52 0.50 171.23 1.00 171.23 0.547 No No12.37 0.91 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 58 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 97 107.99 1.54 0.50 0.50 172.95 1.00 172.95 0.561 No No12.46 0.93 98 109.02 1.53 0.50 0.50 174.60 1.00 174.60 0.575 No No12.54 0.96 99 110.40 1.53 0.49 0.50 176.81 1.00 176.81 0.594 No No12.59 0.99 100 112.97 1.52 0.50 0.50 180.94 1.00 180.94 0.631 No No12.63 1.05 101 117.30 1.51 0.51 0.50 187.89 1.00 187.89 0.697 No No12.72 1.15 102 122.59 1.50 0.50 0.50 196.38 1.00 196.38 0.784 No No12.82 1.30 103 127.73 1.48 0.49 0.50 204.63 1.00 204.63 4.000 No No12.87 2.00 104 132.52 1.45 0.48 0.50 212.32 1.00 212.32 4.000 No No12.92 2.00 105 137.23 1.43 0.46 0.50 219.89 1.00 219.89 4.000 No No12.98 2.00 106 143.48 1.41 0.46 0.50 229.93 1.00 229.93 4.000 No No13.02 2.00 107 151.50 1.39 0.45 0.50 242.79 1.00 242.79 4.000 No No13.09 2.00 108 159.32 1.37 0.44 0.50 255.35 1.00 255.35 4.000 No No13.16 2.00 109 165.29 1.35 0.43 0.50 264.95 1.00 264.95 4.000 No No13.22 2.00 110 170.24 1.34 0.43 0.50 272.88 1.00 272.88 4.000 No No13.29 2.00 111 175.64 1.33 0.43 0.50 281.56 1.00 281.56 4.000 No No13.36 2.00 112 182.58 1.32 0.43 0.50 292.71 1.00 292.71 4.000 No No13.42 2.00 113 191.32 1.31 0.44 0.50 306.74 1.00 306.74 4.000 No No13.48 2.00 114 201.14 1.30 0.45 0.50 322.50 1.00 322.50 4.000 No No13.56 2.00 115 209.61 1.30 0.47 0.50 336.11 1.00 336.11 4.000 No No13.62 2.00 116 215.24 1.31 0.50 0.50 345.15 1.00 345.15 4.000 No No13.68 2.00 117 218.77 1.31 0.52 0.50 350.81 1.00 350.81 4.000 No No13.75 2.00 118 222.03 1.32 0.53 0.50 356.04 1.00 356.04 4.000 No No13.81 2.00 119 224.86 1.32 0.53 0.50 360.59 1.00 360.59 4.000 No No13.88 2.00 120 227.74 1.31 0.53 0.50 365.20 1.00 365.20 4.000 No No13.95 2.00 121 228.35 1.30 0.52 0.50 366.18 1.00 366.18 4.000 No No14.01 2.00 122 226.51 1.28 0.47 0.50 363.21 1.00 363.21 4.000 No No14.09 2.00 123 222.06 1.24 0.41 0.50 356.06 1.00 356.06 4.000 No No14.14 2.00 124 215.55 1.20 0.35 0.50 345.59 1.00 345.59 4.000 No No14.21 2.00 125 208.49 1.18 0.30 0.50 334.25 1.00 334.25 4.000 No No14.28 2.00 126 198.45 1.17 0.28 0.50 318.11 1.00 318.11 4.000 No No14.34 2.00 127 191.34 1.16 0.25 0.50 306.67 1.00 306.67 4.000 No No14.40 2.00 128 186.22 1.14 0.22 0.50 298.44 1.00 298.44 4.000 No No14.47 2.00 129 185.79 1.11 0.19 0.50 297.75 1.00 297.75 4.000 No No14.54 2.00 130 192.90 1.07 0.17 0.50 309.17 1.00 309.17 4.000 No No14.60 2.00 131 203.23 1.05 0.16 0.50 325.76 1.00 325.76 4.000 No No14.71 2.00 132 219.91 1.02 0.17 0.50 352.54 1.00 352.54 4.000 No No14.79 2.00 133 233.25 1.03 0.19 0.50 373.97 1.00 373.97 4.000 No No14.88 2.00 134 239.33 1.05 0.22 0.50 382.77 1.00 382.77 4.000 No No14.96 2.00 135 240.02 1.08 0.25 0.50 383.04 1.00 383.04 4.000 No No15.02 2.00 136 235.92 1.11 0.28 0.50 375.78 1.00 375.78 4.000 No No15.07 2.00 137 234.83 1.14 0.30 0.50 373.06 1.00 373.06 4.000 No No15.13 2.00 138 231.99 1.16 0.32 0.50 367.70 1.00 367.70 4.000 No No15.19 2.00 139 229.61 1.16 0.32 0.50 362.87 1.00 362.87 4.000 No No15.27 2.00 140 228.54 1.15 0.30 0.50 360.17 1.00 360.17 4.000 No No15.34 2.00 141 230.15 1.14 0.29 0.50 361.33 1.00 361.33 4.000 No No15.44 2.00 142 233.94 1.12 0.28 0.50 366.78 1.00 366.78 4.000 No No15.47 2.00 143 238.35 1.12 0.28 0.50 372.75 1.00 372.75 4.000 No No15.54 2.00 144 241.04 1.13 0.30 0.50 375.67 1.00 375.67 4.000 No No15.63 2.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 59 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 145 241.27 1.15 0.31 0.50 375.38 1.00 375.38 4.000 No No15.67 2.00 146 241.33 1.17 0.34 0.50 374.84 1.00 374.84 4.000 No No15.72 2.00 147 239.80 1.20 0.38 0.50 371.48 1.00 371.48 4.000 No No15.79 2.00 148 240.60 1.23 0.41 0.50 371.62 1.00 371.62 4.000 No No15.86 2.00 149 240.85 1.23 0.42 0.50 371.15 1.00 371.15 4.000 No No15.92 2.00 150 243.79 1.23 0.42 0.50 374.45 1.00 374.45 4.000 No No16.01 2.00 151 245.98 1.22 0.41 0.50 376.92 1.00 376.92 4.000 No No16.07 2.00 152 249.01 1.22 0.41 0.50 380.90 1.00 380.90 4.000 No No16.11 2.00 153 253.11 1.21 0.40 0.50 386.33 1.00 386.33 4.000 No No16.17 2.00 154 259.51 1.20 0.40 0.50 394.95 1.00 394.95 4.000 No No16.25 2.00 155 267.52 1.20 0.41 0.50 406.03 1.00 406.03 4.000 No No16.32 2.00 156 276.34 1.22 0.45 0.50 418.64 1.00 418.64 4.000 No No16.37 2.00 157 283.20 1.24 0.49 0.50 427.42 1.00 427.42 4.000 No No16.47 2.00 158 289.03 1.27 0.55 0.50 435.68 1.00 435.68 4.000 No No16.50 2.00 159 293.25 1.30 0.61 0.50 440.75 1.00 440.75 4.000 No No16.57 2.00 160 297.31 1.33 0.68 0.50 445.60 1.00 445.60 4.000 No No16.64 2.00 161 301.45 1.36 0.75 0.50 450.73 1.00 450.73 4.000 No No16.70 2.00 162 305.28 1.39 0.80 0.50 455.12 1.00 455.12 4.000 No No16.78 2.00 163 308.73 1.40 0.85 0.50 458.93 1.00 458.93 4.000 No No16.85 2.00 164 311.84 1.42 0.88 0.50 462.35 1.00 462.35 4.000 No No16.91 2.00 165 315.75 1.42 0.89 0.50 467.07 1.00 467.07 4.000 No No16.97 2.00 166 319.62 1.40 0.85 0.50 471.63 1.00 471.63 4.000 No No17.03 2.00 167 322.19 1.37 0.78 0.50 473.70 1.00 473.70 4.000 No No17.12 2.00 168 322.68 1.33 0.70 0.50 473.54 1.00 473.54 4.000 No No17.17 2.00 169 321.50 1.31 0.66 0.50 470.52 1.00 470.52 4.000 No No17.24 2.00 170 320.08 1.30 0.64 0.50 467.60 1.00 467.60 4.000 No No17.29 2.00 171 318.45 1.30 0.63 0.50 463.85 1.00 463.85 4.000 No No17.36 2.00 172 314.69 1.29 0.61 0.50 457.33 1.00 457.33 4.000 No No17.43 2.00 173 313.81 1.28 0.59 0.50 454.83 1.00 454.83 4.000 No No17.50 2.00 174 312.83 1.27 0.57 0.50 452.04 1.00 452.04 4.000 No No17.58 2.00 175 311.64 1.27 0.56 0.50 449.59 1.00 449.59 4.000 No No17.62 2.00 176 307.84 1.27 0.57 0.50 443.10 1.00 443.10 4.000 No No17.68 2.00 177 304.59 1.29 0.58 0.50 437.11 1.00 437.11 4.000 No No17.77 2.00 178 304.66 1.29 0.59 0.50 436.33 1.00 436.33 4.000 No No17.82 2.00 179 304.13 1.31 0.62 0.50 434.64 1.00 434.64 4.000 No No17.88 2.00 180 302.21 1.34 0.66 0.50 430.83 1.00 430.83 4.000 No No17.95 2.00 181 299.07 1.37 0.72 0.50 425.02 1.00 425.02 4.000 No No18.03 2.00 182 297.56 1.40 0.78 0.50 422.11 1.00 422.11 4.000 No No18.08 2.00 183 297.29 1.42 0.84 0.50 420.79 1.00 420.79 4.000 No No18.14 2.00 184 297.83 1.44 0.88 0.50 420.53 1.00 420.53 4.000 No No18.21 2.00 185 296.62 1.46 0.92 0.50 417.68 1.00 417.68 4.000 No No18.28 2.00 186 294.01 1.46 0.93 0.50 413.10 1.00 413.10 4.000 No No18.34 2.00 187 290.03 1.46 0.91 0.50 406.47 1.00 406.47 4.000 No No18.41 2.00 188 284.93 1.45 0.87 0.50 398.32 1.00 398.32 4.000 No No18.48 2.00 189 281.90 1.42 0.80 0.50 393.25 1.00 393.25 4.000 No No18.54 2.00 190 279.95 1.39 0.73 0.50 389.55 1.00 389.55 4.000 No No18.61 2.00 191 279.60 1.36 0.66 0.50 388.26 1.00 388.26 4.000 No No18.67 2.00 192 278.22 1.34 0.61 0.50 385.56 1.00 385.56 4.000 No No18.73 2.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 60 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 193 276.81 1.32 0.57 0.50 382.61 1.00 382.61 4.000 No No18.81 2.00 194 274.24 1.31 0.56 0.50 378.10 1.00 378.10 4.000 No No18.89 2.00 195 270.67 1.32 0.55 0.50 372.56 1.00 372.56 4.000 No No18.93 2.00 196 267.11 1.32 0.56 0.50 366.86 1.00 366.86 4.000 No No19.00 2.00 197 264.39 1.34 0.57 0.50 362.12 1.00 362.12 4.000 No No19.08 2.00 198 261.97 1.36 0.60 0.50 358.33 1.00 358.33 4.000 No No19.13 2.00 199 258.95 1.38 0.65 0.50 353.27 1.00 353.27 4.000 No No19.20 2.00 200 255.69 1.41 0.69 0.50 348.16 1.00 348.16 4.000 No No19.26 2.00 201 251.78 1.43 0.73 0.50 342.11 1.00 342.11 4.000 No No19.32 2.00 202 247.53 1.45 0.76 0.50 335.62 1.00 335.62 4.000 No No19.39 2.00 203 242.93 1.47 0.80 0.50 328.41 1.00 328.41 4.000 No No19.48 2.00 204 240.07 1.49 0.84 0.50 324.11 1.00 324.11 4.000 No No19.52 2.00 205 238.58 1.51 0.86 0.50 321.39 1.00 321.39 4.000 No No19.58 2.00 206 238.38 1.51 0.89 0.50 320.20 1.00 320.20 4.000 No No19.67 2.00 207 238.31 1.52 0.91 0.50 319.63 1.00 319.63 4.000 No No19.72 2.00 208 238.56 1.53 0.93 0.50 319.23 1.00 319.23 4.000 No No19.79 2.00 209 238.60 1.53 0.94 0.50 318.66 1.00 318.66 4.000 No No19.85 2.00 210 238.50 1.53 0.91 0.50 317.87 1.00 317.87 4.000 No No19.92 2.00 211 239.37 1.51 0.88 0.50 318.41 1.00 318.41 4.000 No No19.98 2.00 212 241.36 1.49 0.82 0.50 320.40 1.00 320.40 4.000 No No20.04 2.00 213 244.81 1.46 0.76 0.50 324.27 1.00 324.27 4.000 No No20.11 2.00 214 252.63 1.43 0.70 0.50 333.95 1.00 333.95 4.000 No No20.18 2.00 215 259.34 1.39 0.63 0.50 342.12 1.00 342.12 4.000 No No20.25 2.00 216 265.28 1.36 0.59 0.50 349.23 1.00 349.23 4.000 No No20.32 2.00 217 266.19 1.38 0.64 0.50 349.75 1.00 349.75 4.000 No No20.39 2.00 218 267.35 1.46 0.82 0.50 350.72 1.00 350.72 4.000 No No20.44 2.00 219 267.75 1.53 1.00 0.50 350.49 1.00 350.49 4.000 No No20.51 2.00 220 267.85 1.56 1.09 0.50 349.94 1.00 349.94 4.000 No No20.57 2.00 221 267.50 1.57 1.12 0.50 348.47 1.00 348.47 4.000 No No20.66 2.00 222 260.54 1.60 1.18 0.50 338.87 1.00 338.87 4.000 No No20.71 2.00 223 252.32 1.61 1.18 0.50 327.56 1.00 327.56 4.000 No No20.77 2.00 224 245.07 1.59 1.11 0.50 317.43 1.00 317.43 4.000 No No20.84 2.00 225 240.93 1.58 1.05 0.50 311.44 1.00 311.44 4.000 No No20.90 2.00 226 242.51 1.59 1.10 0.50 312.86 1.00 312.86 4.000 No No20.96 2.00 227 244.86 1.62 1.18 0.50 315.13 1.00 315.13 4.000 No No21.04 2.00 228 252.95 1.61 1.18 0.50 324.95 1.00 324.95 4.000 No No21.11 2.00 229 257.75 1.59 1.14 0.50 330.53 1.00 330.53 4.000 No No21.17 2.00 230 264.19 1.56 1.05 0.50 338.24 1.00 338.24 4.000 No No21.22 2.00 231 271.63 1.52 0.95 0.50 347.07 1.00 347.07 4.000 No No21.29 2.00 232 280.29 1.47 0.86 0.50 357.39 1.00 357.39 4.000 No No21.37 2.00 233 286.47 1.45 0.80 0.50 364.62 1.00 364.62 4.000 No No21.43 2.00 234 289.57 1.43 0.77 0.50 367.92 1.00 367.92 4.000 No No21.49 2.00 235 290.31 1.42 0.76 0.50 368.03 1.00 368.03 4.000 No No21.57 2.00 236 290.80 1.43 0.78 0.50 368.00 1.00 368.00 4.000 No No21.63 2.00 237 291.11 1.46 0.83 0.50 367.71 1.00 367.71 4.000 No No21.69 2.00 238 291.65 1.49 0.91 0.50 367.64 1.00 367.64 4.000 No No21.76 2.00 239 291.84 1.53 1.02 0.50 367.29 1.00 367.29 4.000 No No21.82 2.00 240 292.72 1.56 1.13 0.50 367.52 1.00 367.52 4.000 No No21.89 2.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 61 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 241 293.56 1.59 1.22 0.50 367.84 1.00 367.84 4.000 No No21.96 2.00 242 295.67 1.60 1.28 0.50 369.89 1.00 369.89 4.000 No No22.02 2.00 243 298.31 1.60 1.28 0.50 372.31 1.00 372.31 4.000 No No22.10 2.00 244 302.41 1.59 1.23 0.50 376.71 1.00 376.71 4.000 No No22.16 2.00 245 307.20 1.55 1.14 0.50 382.15 1.00 382.15 4.000 No No22.21 2.00 246 312.42 1.51 1.03 0.50 387.74 1.00 387.74 4.000 No No22.29 2.00 247 316.79 1.46 0.90 0.50 392.53 1.00 392.53 4.000 No No22.35 2.00 248 322.42 1.40 0.76 0.50 398.87 1.00 398.87 4.000 No No22.41 2.00 249 327.64 1.35 0.65 0.50 404.63 1.00 404.63 4.000 No No22.47 2.00 250 331.43 1.30 0.57 0.50 408.57 1.00 408.57 4.000 No No22.54 2.00 251 333.16 1.27 0.52 0.50 409.96 1.00 409.96 4.000 No No22.61 2.00 252 338.71 1.12 0.33 0.50 416.12 1.00 416.12 4.000 No No22.67 2.00 253 346.34 0.94 0.15 0.50 424.63 1.00 424.63 4.000 No No22.76 2.00 254 353.81 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No22.81 2.00 255 356.96 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No22.86 2.00 256 359.72 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No22.94 2.00 257 361.33 N/A 0.00 1.00 -1.00 1.00 N/A 4.000 No No23.00 2.00 Abbreviations Depth: qt:Ic: Fr: n:Qtn: Kc:Qtn,cs:CRR7.5:FS: Depth from free surface, at which CPT was performed (ft) Total cone resistanceSoil behavior type index Normalized friction ratio (%) Stress exponentNormalized cone resistance Cone resistance correction factor due to finesNormalized and adjusted cone resistanceCyclic resistance ratio for Mw=7.5Factor of safety against soil liquefaction CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 62 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Liquefaction Potential Index calculation data :: Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 6.11 2.00 0.00 0.00 0.10 0.00 6.20 2.00 0.00 0.00 0.10 0.00 6.30 2.00 0.00 0.00 0.10 0.00 6.38 2.00 0.00 0.00 0.07 0.00 6.41 2.00 0.00 0.00 0.03 0.00 6.48 2.00 0.00 0.00 0.08 0.00 6.55 2.00 0.00 0.00 0.07 0.00 6.60 2.00 0.00 0.00 0.05 0.00 6.66 0.18 0.82 0.27 0.05 0.12 6.72 0.18 0.82 0.27 0.07 0.15 6.80 0.18 0.82 0.27 0.08 0.18 6.86 0.18 0.82 0.27 0.06 0.13 6.92 0.14 0.86 0.25 0.06 0.15 7.00 0.14 0.86 0.26 0.08 0.19 7.05 0.15 0.85 0.26 0.05 0.12 7.16 0.15 0.85 0.26 0.10 0.24 7.21 0.15 0.85 0.26 0.05 0.11 7.27 0.15 0.85 0.26 0.06 0.15 7.37 0.16 0.84 0.26 0.10 0.23 7.42 0.16 0.84 0.26 0.05 0.11 7.48 0.16 0.84 0.26 0.06 0.13 7.54 0.16 0.84 0.26 0.07 0.15 7.61 0.16 0.84 0.26 0.06 0.14 7.66 0.16 0.84 0.26 0.05 0.11 7.71 0.16 0.84 0.26 0.05 0.12 7.82 0.16 0.84 0.26 0.11 0.24 7.88 0.19 0.81 0.27 0.06 0.13 7.92 0.19 0.81 0.27 0.04 0.10 7.97 0.19 0.81 0.27 0.05 0.11 8.07 0.19 0.81 0.27 0.10 0.21 8.13 0.19 0.81 0.27 0.06 0.12 8.18 0.19 0.81 0.27 0.06 0.12 8.27 0.19 0.81 0.27 0.09 0.19 8.36 0.19 0.81 0.28 0.08 0.18 8.45 0.20 0.80 0.28 0.09 0.19 8.54 0.20 0.80 0.28 0.09 0.20 8.58 0.20 0.80 0.28 0.04 0.09 8.61 0.20 0.80 0.28 0.03 0.06 8.63 0.20 0.80 0.28 0.02 0.05 8.72 0.20 0.80 0.28 0.08 0.18 8.78 0.21 0.79 0.28 0.06 0.12 8.84 0.21 0.79 0.28 0.06 0.13 8.89 0.21 0.79 0.28 0.05 0.11 8.98 0.21 0.79 0.28 0.09 0.19 9.05 0.22 0.78 0.28 0.07 0.14 9.09 0.22 0.78 0.28 0.04 0.08 9.18 0.22 0.78 0.28 0.09 0.19 9.24 0.21 0.79 0.28 0.05 0.11 9.30 0.21 0.79 0.28 0.06 0.13 9.37 0.20 0.80 0.28 0.07 0.14 9.44 0.20 0.80 0.28 0.07 0.15 9.50 0.17 0.83 0.27 0.06 0.13 9.56 0.17 0.83 0.27 0.06 0.14 9.64 0.17 0.83 0.26 0.08 0.16 9.69 0.16 0.84 0.26 0.06 0.12 9.76 0.16 0.84 0.26 0.06 0.13 9.82 0.19 0.81 0.27 0.07 0.15 9.89 0.19 0.81 0.27 0.06 0.13 9.95 0.19 0.81 0.27 0.06 0.12 10.00 0.20 0.80 0.28 0.06 0.12 10.07 0.21 0.79 0.28 0.07 0.14 10.14 0.21 0.79 0.28 0.07 0.14 10.24 0.22 0.78 0.28 0.10 0.21 10.29 0.23 0.77 0.29 0.05 0.10 10.37 0.23 0.77 0.29 0.07 0.14 10.42 0.23 0.77 0.29 0.05 0.11 10.49 0.22 0.78 0.29 0.07 0.14 10.53 0.23 0.77 0.29 0.04 0.09 10.64 0.23 0.77 0.29 0.11 0.21 10.70 0.25 0.75 0.30 0.05 0.10 10.74 0.26 0.74 0.30 0.05 0.09 10.80 0.27 0.73 0.31 0.06 0.10 10.89 0.28 0.72 0.31 0.09 0.17 10.93 0.31 0.69 0.33 0.04 0.08 11.02 0.35 0.65 0.35 0.09 0.15 11.10 0.38 0.62 0.37 0.08 0.12 11.15 0.40 0.60 0.39 0.05 0.07 11.20 0.43 0.57 0.41 0.05 0.08 11.29 0.44 0.56 0.42 0.09 0.13 11.33 0.51 0.49 0.49 0.04 0.05 11.43 0.61 0.39 0.64 0.10 0.10 11.47 0.72 0.28 1.00 0.04 0.03 11.53 0.80 0.00 0.00 0.06 0.03 11.58 0.89 0.00 0.00 0.05 0.02 11.65 0.94 0.00 0.00 0.07 0.01 11.72 1.01 0.00 0.00 0.06 0.00 11.78 1.05 0.00 0.00 0.06 0.00 11.87 1.07 0.00 0.00 0.09 0.00 11.91 1.06 0.00 0.00 0.04 0.00 11.98 1.04 0.00 0.00 0.07 0.00 12.04 0.99 0.00 0.00 0.06 0.00 12.13 0.94 0.00 0.00 0.09 0.01 12.18 0.91 0.00 0.00 0.05 0.01 12.27 0.90 0.00 0.00 0.09 0.02 12.33 0.91 0.00 0.00 0.06 0.01 12.37 0.91 0.00 0.00 0.03 0.01 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 63 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Liquefaction Potential Index calculation data :: (continued) Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 12.46 0.93 0.00 0.00 0.09 0.01 12.54 0.96 0.00 0.00 0.08 0.01 12.59 0.99 0.00 0.00 0.05 0.00 12.63 1.05 0.00 0.00 0.04 0.00 12.72 1.15 0.00 0.00 0.09 0.00 12.82 1.30 0.00 0.00 0.10 0.00 12.87 2.00 0.00 0.00 0.05 0.00 12.92 2.00 0.00 0.00 0.05 0.00 12.98 2.00 0.00 0.00 0.06 0.00 13.02 2.00 0.00 0.00 0.04 0.00 13.09 2.00 0.00 0.00 0.07 0.00 13.16 2.00 0.00 0.00 0.07 0.00 13.22 2.00 0.00 0.00 0.06 0.00 13.29 2.00 0.00 0.00 0.07 0.00 13.36 2.00 0.00 0.00 0.07 0.00 13.42 2.00 0.00 0.00 0.06 0.00 13.48 2.00 0.00 0.00 0.06 0.00 13.56 2.00 0.00 0.00 0.08 0.00 13.62 2.00 0.00 0.00 0.06 0.00 13.68 2.00 0.00 0.00 0.06 0.00 13.75 2.00 0.00 0.00 0.07 0.00 13.81 2.00 0.00 0.00 0.07 0.00 13.88 2.00 0.00 0.00 0.06 0.00 13.95 2.00 0.00 0.00 0.08 0.00 14.01 2.00 0.00 0.00 0.06 0.00 14.09 2.00 0.00 0.00 0.08 0.00 14.14 2.00 0.00 0.00 0.05 0.00 14.21 2.00 0.00 0.00 0.07 0.00 14.28 2.00 0.00 0.00 0.07 0.00 14.34 2.00 0.00 0.00 0.06 0.00 14.40 2.00 0.00 0.00 0.06 0.00 14.47 2.00 0.00 0.00 0.07 0.00 14.54 2.00 0.00 0.00 0.07 0.00 14.60 2.00 0.00 0.00 0.06 0.00 14.71 2.00 0.00 0.00 0.11 0.00 14.79 2.00 0.00 0.00 0.08 0.00 14.88 2.00 0.00 0.00 0.09 0.00 14.96 2.00 0.00 0.00 0.09 0.00 15.02 2.00 0.00 0.00 0.06 0.00 15.07 2.00 0.00 0.00 0.05 0.00 15.13 2.00 0.00 0.00 0.07 0.00 15.19 2.00 0.00 0.00 0.06 0.00 15.27 2.00 0.00 0.00 0.07 0.00 15.34 2.00 0.00 0.00 0.07 0.00 15.44 2.00 0.00 0.00 0.10 0.00 15.47 2.00 0.00 0.00 0.04 0.00 15.54 2.00 0.00 0.00 0.07 0.00 15.63 2.00 0.00 0.00 0.09 0.00 15.67 2.00 0.00 0.00 0.04 0.00 15.72 2.00 0.00 0.00 0.04 0.00 15.79 2.00 0.00 0.00 0.07 0.00 15.86 2.00 0.00 0.00 0.08 0.00 15.92 2.00 0.00 0.00 0.06 0.00 16.01 2.00 0.00 0.00 0.09 0.00 16.07 2.00 0.00 0.00 0.06 0.00 16.11 2.00 0.00 0.00 0.05 0.00 16.17 2.00 0.00 0.00 0.06 0.00 16.25 2.00 0.00 0.00 0.08 0.00 16.32 2.00 0.00 0.00 0.07 0.00 16.37 2.00 0.00 0.00 0.05 0.00 16.47 2.00 0.00 0.00 0.10 0.00 16.50 2.00 0.00 0.00 0.03 0.00 16.57 2.00 0.00 0.00 0.07 0.00 16.64 2.00 0.00 0.00 0.07 0.00 16.70 2.00 0.00 0.00 0.06 0.00 16.78 2.00 0.00 0.00 0.07 0.00 16.85 2.00 0.00 0.00 0.07 0.00 16.91 2.00 0.00 0.00 0.06 0.00 16.97 2.00 0.00 0.00 0.06 0.00 17.03 2.00 0.00 0.00 0.06 0.00 17.12 2.00 0.00 0.00 0.09 0.00 17.17 2.00 0.00 0.00 0.05 0.00 17.24 2.00 0.00 0.00 0.07 0.00 17.29 2.00 0.00 0.00 0.05 0.00 17.36 2.00 0.00 0.00 0.08 0.00 17.43 2.00 0.00 0.00 0.06 0.00 17.50 2.00 0.00 0.00 0.07 0.00 17.58 2.00 0.00 0.00 0.08 0.00 17.62 2.00 0.00 0.00 0.04 0.00 17.68 2.00 0.00 0.00 0.06 0.00 17.77 2.00 0.00 0.00 0.08 0.00 17.82 2.00 0.00 0.00 0.06 0.00 17.88 2.00 0.00 0.00 0.06 0.00 17.95 2.00 0.00 0.00 0.07 0.00 18.03 2.00 0.00 0.00 0.09 0.00 18.08 2.00 0.00 0.00 0.05 0.00 18.14 2.00 0.00 0.00 0.06 0.00 18.21 2.00 0.00 0.00 0.07 0.00 18.28 2.00 0.00 0.00 0.07 0.00 18.34 2.00 0.00 0.00 0.06 0.00 18.41 2.00 0.00 0.00 0.07 0.00 18.48 2.00 0.00 0.00 0.07 0.00 18.54 2.00 0.00 0.00 0.06 0.00 18.61 2.00 0.00 0.00 0.07 0.00 18.67 2.00 0.00 0.00 0.06 0.00 18.73 2.00 0.00 0.00 0.06 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 64 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Liquefaction Potential Index calculation data :: (continued) Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 18.81 2.00 0.00 0.00 0.08 0.00 18.89 2.00 0.00 0.00 0.08 0.00 18.93 2.00 0.00 0.00 0.05 0.00 19.00 2.00 0.00 0.00 0.06 0.00 19.08 2.00 0.00 0.00 0.08 0.00 19.13 2.00 0.00 0.00 0.04 0.00 19.20 2.00 0.00 0.00 0.08 0.00 19.26 2.00 0.00 0.00 0.06 0.00 19.32 2.00 0.00 0.00 0.06 0.00 19.39 2.00 0.00 0.00 0.06 0.00 19.48 2.00 0.00 0.00 0.09 0.00 19.52 2.00 0.00 0.00 0.04 0.00 19.58 2.00 0.00 0.00 0.07 0.00 19.67 2.00 0.00 0.00 0.09 0.00 19.72 2.00 0.00 0.00 0.05 0.00 19.79 2.00 0.00 0.00 0.07 0.00 19.85 2.00 0.00 0.00 0.06 0.00 19.92 2.00 0.00 0.00 0.07 0.00 19.98 2.00 0.00 0.00 0.06 0.00 20.04 2.00 0.00 0.00 0.07 0.00 20.11 2.00 0.00 0.00 0.07 0.00 20.18 2.00 0.00 0.00 0.07 0.00 20.25 2.00 0.00 0.00 0.07 0.00 20.32 2.00 0.00 0.00 0.07 0.00 20.39 2.00 0.00 0.00 0.07 0.00 20.44 2.00 0.00 0.00 0.05 0.00 20.51 2.00 0.00 0.00 0.07 0.00 20.57 2.00 0.00 0.00 0.06 0.00 20.66 2.00 0.00 0.00 0.09 0.00 20.71 2.00 0.00 0.00 0.05 0.00 20.77 2.00 0.00 0.00 0.06 0.00 20.84 2.00 0.00 0.00 0.07 0.00 20.90 2.00 0.00 0.00 0.06 0.00 20.96 2.00 0.00 0.00 0.06 0.00 21.04 2.00 0.00 0.00 0.08 0.00 21.11 2.00 0.00 0.00 0.06 0.00 21.17 2.00 0.00 0.00 0.06 0.00 21.22 2.00 0.00 0.00 0.06 0.00 21.29 2.00 0.00 0.00 0.07 0.00 21.37 2.00 0.00 0.00 0.07 0.00 21.43 2.00 0.00 0.00 0.06 0.00 21.49 2.00 0.00 0.00 0.06 0.00 21.57 2.00 0.00 0.00 0.08 0.00 21.63 2.00 0.00 0.00 0.06 0.00 21.69 2.00 0.00 0.00 0.06 0.00 21.76 2.00 0.00 0.00 0.07 0.00 21.82 2.00 0.00 0.00 0.05 0.00 21.89 2.00 0.00 0.00 0.08 0.00 21.96 2.00 0.00 0.00 0.07 0.00 22.02 2.00 0.00 0.00 0.05 0.00 22.10 2.00 0.00 0.00 0.08 0.00 22.16 2.00 0.00 0.00 0.06 0.00 22.21 2.00 0.00 0.00 0.05 0.00 22.29 2.00 0.00 0.00 0.08 0.00 22.35 2.00 0.00 0.00 0.06 0.00 22.41 2.00 0.00 0.00 0.06 0.00 22.47 2.00 0.00 0.00 0.06 0.00 22.54 2.00 0.00 0.00 0.07 0.00 22.61 2.00 0.00 0.00 0.07 0.00 22.67 2.00 0.00 0.00 0.07 0.00 22.76 2.00 0.00 0.00 0.09 0.00 22.81 2.00 0.00 0.00 0.05 0.00 22.86 2.00 0.00 0.00 0.05 0.00 22.94 2.00 0.00 0.00 0.08 0.00 23.00 2.00 0.00 0.00 0.05 0.00 Abbreviations Overall liquefaction potential: 10.08 LPI = 0.00 - Liquefaction risk very low LPI between 0.00 and 5.00 - Liquefaction risk low LPI between 5.00 and 15.00 - Liquefaction risk high LPI > 15.00 - Liquefaction risk very high FS: FL:wz:dz:LPI: Calculated factor of safety for test point1 - FSFunction value of the extend of soil liquefaction according to depthLayer thickness (ft)Liquefaction potential index value for test point CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 65 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Cone resistance qt (tsf)3002001000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot FS Plot FILL Factor of safety 21.510.50Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Vertical settlements FILL Settlement (in)1.510.50Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Vertical settlements Estimation of post-earthquake settlements Strain plot FILL Volumentric strain (%)6543210Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Strain plot CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 66 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Abbreviations qt:Ic: FS: Volumentric strain: Total cone resistance (cone resistance qc corrected for pore water effects)Soil Behaviour Type Index Calculated Factor of Safety against liquefaction Post-liquefaction volumentric strain PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Post-earthquake settlement due to soil liquefaction :: Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 6.11 22.01 2.00 0.00 0.000.90 6.20 26.98 2.00 0.00 0.000.89 6.30 29.01 2.00 0.00 0.000.89 6.38 31.79 2.00 0.00 0.000.89 6.41 39.92 2.00 0.00 0.000.89 6.48 47.53 2.00 0.00 0.000.89 6.55 49.26 2.00 0.00 0.000.89 6.60 46.96 2.00 0.00 0.000.89 6.66 43.96 0.18 4.07 0.030.89 6.72 41.46 0.18 4.26 0.030.89 6.80 41.16 0.18 4.28 0.040.88 6.86 40.78 0.18 4.31 0.030.88 6.92 19.58 0.14 5.12 0.040.88 7.00 22.84 0.14 5.11 0.050.88 7.05 25.42 0.15 5.11 0.030.88 7.16 27.14 0.15 5.10 0.060.88 7.21 29.05 0.15 5.09 0.030.88 7.27 30.58 0.15 5.09 0.040.88 7.37 32.18 0.16 5.08 0.060.88 7.42 33.47 0.16 5.01 0.030.87 7.48 34.51 0.16 4.88 0.030.87 7.54 35.42 0.16 4.77 0.040.87 7.61 36.15 0.16 4.69 0.040.87 7.66 36.64 0.16 4.63 0.030.87 7.71 37.13 0.16 4.58 0.030.87 7.82 37.62 0.16 4.52 0.060.87 7.88 55.79 0.19 3.27 0.020.87 7.92 57.62 0.19 3.18 0.020.87 7.97 58.87 0.19 3.12 0.020.86 8.07 59.57 0.19 3.08 0.040.86 8.13 59.84 0.19 3.07 0.020.86 8.18 60.14 0.19 3.05 0.020.86 8.27 60.53 0.19 3.03 0.030.86 8.36 61.28 0.19 3.00 0.030.86 8.45 62.54 0.20 2.94 0.030.86 8.54 63.87 0.20 2.89 0.030.86 8.58 64.45 0.20 2.86 0.010.85 8.61 64.80 0.20 2.85 0.010.85 8.63 65.46 0.20 2.82 0.010.85 8.72 66.95 0.20 2.77 0.030.85 8.78 68.44 0.21 2.71 0.020.85 8.84 69.67 0.21 2.67 0.020.85 8.89 70.94 0.21 2.63 0.020.85 8.98 72.04 0.21 2.59 0.030.85 9.05 72.97 0.22 2.56 0.020.85 9.09 73.53 0.22 2.54 0.010.85 9.18 73.39 0.22 2.54 0.030.84 9.24 72.29 0.21 2.57 0.020.84 9.30 70.24 0.21 2.63 0.020.84 9.37 67.99 0.20 2.70 0.020.84 9.44 66.51 0.20 2.74 0.020.84 9.50 50.91 0.17 3.41 0.020.84 9.56 50.90 0.17 3.41 0.030.84 9.64 50.40 0.17 3.43 0.030.84 9.69 48.98 0.16 3.51 0.020.84 9.76 48.57 0.16 3.53 0.030.83 9.82 63.78 0.19 2.82 0.020.83 9.89 65.28 0.19 2.76 0.020.83 9.95 66.87 0.19 2.70 0.020.83 10.00 68.94 0.20 2.63 0.020.83 10.07 72.21 0.21 2.53 0.020.83 10.14 75.08 0.21 2.45 0.020.83 10.24 77.86 0.22 2.37 0.030.83 10.29 79.81 0.23 2.32 0.010.83 10.37 81.47 0.23 2.28 0.020.82 10.42 81.34 0.23 2.28 0.010.82 10.49 80.10 0.22 2.30 0.020.82 10.53 80.57 0.23 2.29 0.010.82 10.64 83.49 0.23 2.22 0.030.82 10.70 86.97 0.25 2.15 0.010.82 10.74 89.31 0.26 2.10 0.010.82 10.80 92.04 0.27 2.04 0.010.82 10.89 95.61 0.28 1.98 0.020.82 10.93 102.31 0.31 1.87 0.010.81 11.02 109.11 0.35 1.77 0.020.81 11.10 115.32 0.38 1.69 0.020.81 11.15 118.49 0.40 1.65 0.010.81 11.20 121.86 0.43 1.61 0.010.81 11.29 123.58 0.44 1.59 0.020.81 11.33 133.02 0.51 1.49 0.010.81 11.43 143.36 0.61 1.40 0.020.81 11.47 154.08 0.72 1.07 0.010.81 11.53 161.52 0.80 0.81 0.010.80 11.58 167.92 0.89 0.59 0.000.80 11.65 172.35 0.94 0.56 0.000.80 11.72 177.03 1.01 0.42 0.000.80 11.78 179.98 1.05 0.30 0.000.80 11.87 181.32 1.07 0.30 0.000.80 11.91 180.89 1.06 0.30 0.000.80 11.98 179.22 1.04 0.41 0.000.80 12.04 176.19 0.99 0.42 0.000.80 12.13 172.73 0.94 0.55 0.010.79 12.18 171.03 0.91 0.56 0.000.79 12.27 170.29 0.90 0.56 0.010.79 12.33 171.02 0.91 0.56 0.000.79 12.37 171.23 0.91 0.56 0.000.79 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 67 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 12.46 172.95 0.93 0.55 0.010.79 12.54 174.60 0.96 0.41 0.000.79 12.59 176.81 0.99 0.41 0.000.79 12.63 180.94 1.05 0.40 0.000.79 12.72 187.89 1.15 0.21 0.000.78 12.82 196.38 1.30 0.14 0.000.78 12.87 204.63 2.00 0.00 0.000.78 12.92 212.32 2.00 0.00 0.000.78 12.98 219.89 2.00 0.00 0.000.78 13.02 229.93 2.00 0.00 0.000.78 13.09 242.79 2.00 0.00 0.000.78 13.16 255.35 2.00 0.00 0.000.78 13.22 264.95 2.00 0.00 0.000.78 13.29 272.88 2.00 0.00 0.000.77 13.36 281.56 2.00 0.00 0.000.77 13.42 292.71 2.00 0.00 0.000.77 13.48 306.74 2.00 0.00 0.000.77 13.56 322.50 2.00 0.00 0.000.77 13.62 336.11 2.00 0.00 0.000.77 13.68 345.15 2.00 0.00 0.000.77 13.75 350.81 2.00 0.00 0.000.77 13.81 356.04 2.00 0.00 0.000.77 13.88 360.59 2.00 0.00 0.000.76 13.95 365.20 2.00 0.00 0.000.76 14.01 366.18 2.00 0.00 0.000.76 14.09 363.21 2.00 0.00 0.000.76 14.14 356.06 2.00 0.00 0.000.76 14.21 345.59 2.00 0.00 0.000.76 14.28 334.25 2.00 0.00 0.000.76 14.34 318.11 2.00 0.00 0.000.76 14.40 306.67 2.00 0.00 0.000.76 14.47 298.44 2.00 0.00 0.000.75 14.54 297.75 2.00 0.00 0.000.75 14.60 309.17 2.00 0.00 0.000.75 14.71 325.76 2.00 0.00 0.000.75 14.79 352.54 2.00 0.00 0.000.75 14.88 373.97 2.00 0.00 0.000.75 14.96 382.77 2.00 0.00 0.000.75 15.02 383.04 2.00 0.00 0.000.75 15.07 375.78 2.00 0.00 0.000.74 15.13 373.06 2.00 0.00 0.000.74 15.19 367.70 2.00 0.00 0.000.74 15.27 362.87 2.00 0.00 0.000.74 15.34 360.17 2.00 0.00 0.000.74 15.44 361.33 2.00 0.00 0.000.74 15.47 366.78 2.00 0.00 0.000.74 15.54 372.75 2.00 0.00 0.000.74 15.63 375.67 2.00 0.00 0.000.74 15.67 375.38 2.00 0.00 0.000.73 15.72 374.84 2.00 0.00 0.000.73 15.79 371.48 2.00 0.00 0.000.73 15.86 371.62 2.00 0.00 0.000.73 15.92 371.15 2.00 0.00 0.000.73 16.01 374.45 2.00 0.00 0.000.73 16.07 376.92 2.00 0.00 0.000.73 16.11 380.90 2.00 0.00 0.000.73 16.17 386.33 2.00 0.00 0.000.73 16.25 394.95 2.00 0.00 0.000.72 16.32 406.03 2.00 0.00 0.000.72 16.37 418.64 2.00 0.00 0.000.72 16.47 427.42 2.00 0.00 0.000.72 16.50 435.68 2.00 0.00 0.000.72 16.57 440.75 2.00 0.00 0.000.72 16.64 445.60 2.00 0.00 0.000.72 16.70 450.73 2.00 0.00 0.000.72 16.78 455.12 2.00 0.00 0.000.72 16.85 458.93 2.00 0.00 0.000.71 16.91 462.35 2.00 0.00 0.000.71 16.97 467.07 2.00 0.00 0.000.71 17.03 471.63 2.00 0.00 0.000.71 17.12 473.70 2.00 0.00 0.000.71 17.17 473.54 2.00 0.00 0.000.71 17.24 470.52 2.00 0.00 0.000.71 17.29 467.60 2.00 0.00 0.000.71 17.36 463.85 2.00 0.00 0.000.71 17.43 457.33 2.00 0.00 0.000.70 17.50 454.83 2.00 0.00 0.000.70 17.58 452.04 2.00 0.00 0.000.70 17.62 449.59 2.00 0.00 0.000.70 17.68 443.10 2.00 0.00 0.000.70 17.77 437.11 2.00 0.00 0.000.70 17.82 436.33 2.00 0.00 0.000.70 17.88 434.64 2.00 0.00 0.000.70 17.95 430.83 2.00 0.00 0.000.70 18.03 425.02 2.00 0.00 0.000.69 18.08 422.11 2.00 0.00 0.000.69 18.14 420.79 2.00 0.00 0.000.69 18.21 420.53 2.00 0.00 0.000.69 18.28 417.68 2.00 0.00 0.000.69 18.34 413.10 2.00 0.00 0.000.69 18.41 406.47 2.00 0.00 0.000.69 18.48 398.32 2.00 0.00 0.000.69 18.54 393.25 2.00 0.00 0.000.69 18.61 389.55 2.00 0.00 0.000.68 18.67 388.26 2.00 0.00 0.000.68 18.73 385.56 2.00 0.00 0.000.68 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 68 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 18.81 382.61 2.00 0.00 0.000.68 18.89 378.10 2.00 0.00 0.000.68 18.93 372.56 2.00 0.00 0.000.68 19.00 366.86 2.00 0.00 0.000.68 19.08 362.12 2.00 0.00 0.000.68 19.13 358.33 2.00 0.00 0.000.68 19.20 353.27 2.00 0.00 0.000.67 19.26 348.16 2.00 0.00 0.000.67 19.32 342.11 2.00 0.00 0.000.67 19.39 335.62 2.00 0.00 0.000.67 19.48 328.41 2.00 0.00 0.000.67 19.52 324.11 2.00 0.00 0.000.67 19.58 321.39 2.00 0.00 0.000.67 19.67 320.20 2.00 0.00 0.000.67 19.72 319.63 2.00 0.00 0.000.67 19.79 319.23 2.00 0.00 0.000.66 19.85 318.66 2.00 0.00 0.000.66 19.92 317.87 2.00 0.00 0.000.66 19.98 318.41 2.00 0.00 0.000.66 20.04 320.40 2.00 0.00 0.000.66 20.11 324.27 2.00 0.00 0.000.66 20.18 333.95 2.00 0.00 0.000.66 20.25 342.12 2.00 0.00 0.000.66 20.32 349.23 2.00 0.00 0.000.66 20.39 349.75 2.00 0.00 0.000.65 20.44 350.72 2.00 0.00 0.000.65 20.51 350.49 2.00 0.00 0.000.65 20.57 349.94 2.00 0.00 0.000.65 20.66 348.47 2.00 0.00 0.000.65 20.71 338.87 2.00 0.00 0.000.65 20.77 327.56 2.00 0.00 0.000.65 20.84 317.43 2.00 0.00 0.000.65 20.90 311.44 2.00 0.00 0.000.65 20.96 312.86 2.00 0.00 0.000.64 21.04 315.13 2.00 0.00 0.000.64 21.11 324.95 2.00 0.00 0.000.64 21.17 330.53 2.00 0.00 0.000.64 21.22 338.24 2.00 0.00 0.000.64 21.29 347.07 2.00 0.00 0.000.64 21.37 357.39 2.00 0.00 0.000.64 21.43 364.62 2.00 0.00 0.000.64 21.49 367.92 2.00 0.00 0.000.64 21.57 368.03 2.00 0.00 0.000.63 21.63 368.00 2.00 0.00 0.000.63 21.69 367.71 2.00 0.00 0.000.63 21.76 367.64 2.00 0.00 0.000.63 21.82 367.29 2.00 0.00 0.000.63 21.89 367.52 2.00 0.00 0.000.63 21.96 367.84 2.00 0.00 0.000.63 22.02 369.89 2.00 0.00 0.000.63 22.10 372.31 2.00 0.00 0.000.63 22.16 376.71 2.00 0.00 0.000.62 22.21 382.15 2.00 0.00 0.000.62 22.29 387.74 2.00 0.00 0.000.62 22.35 392.53 2.00 0.00 0.000.62 22.41 398.87 2.00 0.00 0.000.62 22.47 404.63 2.00 0.00 0.000.62 22.54 408.57 2.00 0.00 0.000.62 22.61 409.96 2.00 0.00 0.000.62 22.67 416.12 2.00 0.00 0.000.62 22.76 424.63 2.00 0.00 0.000.61 22.81 -1.00 2.00 0.00 0.000.61 22.86 -1.00 2.00 0.00 0.000.61 22.94 -1.00 2.00 0.00 0.000.61 23.00 -1.00 2.00 0.00 0.000.61 Total estimated settlement: 1.88 Abbreviations Qtn,cs:FS:ev (%): DF: Settlement: Equivalent clean sand normalized cone resistanceFactor of safety against liquefactionPost-liquefaction volumentric strain ev depth weighting factor Calculated settlement CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 69 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Cone resistance qt (tsf)2000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot Corrected norm. cone resista Qtn,cs 200150100500Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resist FS Plot FILL Factor of safety 21.510.50Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Cyclic shear strain FILL Gamma max (%)6050403020100Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cyclic shear strain Lateral displacements FILL Displacement (in)151050Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Lateral displacements Estimation of post-earthquake lateral Displacements Geometric parameters: Gently sloping ground without free face (Slope 0.60 %) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 70 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq qt: Total cone resistance (cone resistance qc corrected for pore water effects)Ic: Soil Behaviour Type Index Qtn,cs: Equivalent clean sand normalized CPT total cone resistance F.S.: Factor of safetyγmax: Maximum cyclic shear strain LDI: Lateral displacement index Abbreviations Surface condition PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Lateral displacement index calculation :: Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 6.11 0.65 1.03 0.21 22.01 2.00 0.00 0.00 0.00 6.20 0.76 1.20 0.57 26.98 2.00 0.00 0.00 0.00 6.30 0.87 1.38 0.66 29.01 2.00 0.00 0.00 0.00 6.38 0.84 1.32 1.03 31.79 2.00 0.00 0.00 0.00 6.41 1.26 1.99 1.46 39.92 2.00 0.00 0.00 0.00 6.48 2.41 3.84 1.33 47.53 2.00 0.00 0.00 0.00 6.55 4.33 6.91 0.97 49.26 2.00 0.00 0.00 0.00 6.60 6.12 9.80 0.74 46.96 2.00 0.00 0.00 0.00 6.66 7.89 12.63 0.59 43.96 0.18 0.00 51.20 0.24 6.72 9.77 15.64 0.48 41.46 0.18 5.76 51.20 0.30 6.80 10.34 16.56 0.47 41.16 0.18 7.65 51.20 0.34 6.86 11.27 18.04 0.44 40.78 0.18 10.47 51.20 0.24 6.92 12.23 19.58 0.42 19.58 0.14 13.17 51.20 0.28 7.00 14.26 22.84 0.37 22.84 0.14 18.26 51.20 0.35 7.05 15.87 25.42 0.35 25.42 0.15 21.79 51.20 0.23 7.16 16.94 27.14 0.35 27.14 0.15 23.95 51.20 0.44 7.21 18.13 29.05 0.35 29.05 0.15 26.20 51.20 0.21 7.27 19.09 30.58 0.34 30.58 0.15 27.90 51.20 0.28 7.37 20.09 32.18 0.32 32.18 0.16 29.57 51.20 0.43 7.42 20.90 33.47 0.30 33.47 0.16 30.87 51.20 0.21 7.48 21.55 34.51 0.28 34.51 0.16 31.88 51.20 0.24 7.54 22.12 35.42 0.29 35.42 0.16 32.74 51.20 0.28 7.61 22.58 36.15 0.30 36.15 0.16 33.42 51.20 0.27 7.66 22.88 36.64 0.33 36.64 0.16 33.86 51.20 0.21 7.71 23.19 37.13 0.39 37.13 0.16 34.30 51.20 0.24 7.82 23.50 37.62 0.48 37.62 0.16 34.73 51.20 0.46 7.88 23.84 38.17 0.57 55.79 0.19 35.21 51.20 0.26 7.92 24.00 38.41 0.64 57.62 0.19 35.42 51.20 0.19 7.97 24.07 38.53 0.69 58.87 0.19 35.52 51.20 0.21 8.07 24.03 38.46 0.72 59.57 0.19 35.46 51.20 0.41 8.13 24.23 38.76 0.72 59.84 0.19 35.72 51.20 0.24 8.18 24.69 39.50 0.71 60.14 0.19 36.34 51.20 0.23 8.27 25.34 40.54 0.69 60.53 0.19 37.20 51.20 0.38 8.36 26.18 41.89 0.68 61.28 0.19 38.28 51.20 0.35 8.45 27.30 43.67 0.67 62.54 0.20 39.65 51.20 0.38 8.54 28.45 45.51 0.66 63.87 0.20 41.01 51.20 0.39 8.58 28.94 46.30 0.65 64.45 0.20 41.58 51.20 0.18 8.61 29.40 47.03 0.64 64.80 0.20 42.10 51.20 0.13 8.63 30.09 48.14 0.62 65.46 0.20 42.87 51.20 0.10 8.72 31.36 50.17 0.59 66.95 0.20 44.23 51.20 0.35 8.78 32.43 51.88 0.58 68.44 0.21 45.34 34.10 0.16 8.84 33.19 53.10 0.58 69.67 0.21 46.11 34.10 0.17 8.89 33.88 54.20 0.60 70.94 0.21 46.79 34.10 0.15 8.98 34.41 55.06 0.61 72.04 0.21 47.30 34.10 0.26 9.05 34.80 55.67 0.63 72.97 0.22 47.66 34.10 0.19 9.09 34.99 55.98 0.65 73.53 0.22 47.85 34.10 0.11 9.18 34.92 55.85 0.64 73.39 0.22 47.77 34.10 0.26 9.24 34.42 55.05 0.63 72.29 0.21 47.30 34.10 0.15 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 71 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 9.30 33.50 53.57 0.59 70.24 0.21 46.40 34.10 0.18 9.37 32.51 51.97 0.55 67.99 0.20 45.39 34.10 0.18 9.44 31.98 51.10 0.51 66.51 0.20 44.84 51.20 0.29 9.50 31.86 50.91 0.48 50.91 0.17 44.72 51.20 0.25 9.56 31.86 50.90 0.46 50.90 0.17 44.71 51.20 0.26 9.64 31.55 50.40 0.45 50.40 0.17 44.39 51.20 0.31 9.69 30.67 48.98 0.47 48.98 0.16 43.44 51.20 0.23 9.76 30.42 48.57 0.48 48.57 0.16 43.16 51.20 0.25 9.82 30.31 48.38 0.51 63.78 0.19 43.04 51.20 0.29 9.89 30.88 49.30 0.54 65.28 0.19 43.66 51.20 0.25 9.95 30.90 49.33 0.63 66.87 0.19 43.68 51.20 0.24 10.00 31.06 49.57 0.73 68.94 0.20 43.84 51.20 0.24 10.07 31.52 50.31 0.85 72.21 0.21 44.32 51.20 0.27 10.14 32.17 51.34 0.94 75.08 0.21 45.00 51.20 0.28 10.24 33.77 53.92 0.97 77.86 0.22 46.61 34.10 0.28 10.29 35.80 57.17 0.92 79.81 0.23 48.55 34.10 0.14 10.37 37.64 60.12 0.86 81.47 0.23 50.21 34.10 0.20 10.42 37.68 60.18 0.85 81.34 0.23 50.24 34.10 0.15 10.49 36.76 58.69 0.86 80.10 0.22 49.41 34.10 0.19 10.53 37.91 60.53 0.79 80.57 0.23 50.43 34.10 0.12 10.64 40.75 65.08 0.69 83.49 0.23 52.82 34.10 0.29 10.70 43.77 69.94 0.60 86.97 0.25 55.20 22.70 0.10 10.74 45.88 73.32 0.55 89.31 0.26 56.76 22.70 0.09 10.80 48.10 76.89 0.53 92.04 0.27 58.33 22.70 0.10 10.89 50.52 80.76 0.54 95.61 0.28 59.95 22.70 0.16 10.93 53.74 85.93 0.61 102.31 0.31 62.00 22.70 0.08 11.02 57.84 92.52 0.65 109.11 0.35 64.43 22.70 0.16 11.10 62.33 99.72 0.66 115.32 0.38 66.91 14.50 0.09 11.15 65.86 105.38 0.64 118.49 0.40 68.73 14.50 0.05 11.20 70.27 112.46 0.63 121.86 0.43 70.88 14.50 0.06 11.29 75.83 121.39 0.61 123.58 0.44 73.40 14.50 0.10 11.33 83.07 133.02 0.58 133.02 0.51 76.42 10.00 0.03 11.43 89.51 143.36 0.56 143.36 0.61 78.89 9.16 0.07 11.47 96.18 154.08 0.53 154.08 0.72 81.27 6.43 0.02 11.53 100.82 161.52 0.52 161.52 0.80 82.83 5.06 0.02 11.58 104.81 167.92 0.51 167.92 0.89 84.11 4.14 0.02 11.65 107.57 172.35 0.52 172.35 0.94 84.97 3.62 0.02 11.72 110.48 177.03 0.52 177.03 1.01 85.85 3.20 0.02 11.78 112.32 179.98 0.52 179.98 1.05 86.40 2.97 0.01 11.87 113.17 181.32 0.52 181.32 1.07 86.64 2.88 0.02 11.91 112.90 180.89 0.53 180.89 1.06 86.56 2.92 0.01 11.98 111.86 179.22 0.55 179.22 1.04 86.26 3.05 0.02 12.04 109.98 176.19 0.57 176.19 0.99 85.69 3.32 0.01 12.13 107.83 172.73 0.58 172.73 0.94 85.04 3.65 0.03 12.18 106.78 171.03 0.57 171.03 0.91 84.71 3.88 0.02 12.27 106.32 170.29 0.55 170.29 0.90 84.57 3.99 0.03 12.33 106.78 171.02 0.53 171.02 0.91 84.71 3.91 0.02 12.37 106.91 171.23 0.52 171.23 0.91 84.75 3.89 0.01 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 72 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 12.46 107.99 172.95 0.50 172.95 0.93 85.08 3.68 0.03 12.54 109.02 174.60 0.49 174.60 0.96 85.40 3.53 0.02 12.59 110.40 176.81 0.49 176.81 0.99 85.81 3.34 0.01 12.63 112.97 180.94 0.50 180.94 1.05 86.57 3.00 0.01 12.72 117.30 187.89 0.50 187.89 1.15 87.82 2.52 0.02 12.82 122.59 196.38 0.50 196.38 1.30 89.28 2.04 0.02 12.87 127.73 204.63 0.49 204.63 2.00 90.63 0.00 0.00 12.92 132.52 212.32 0.47 212.32 2.00 91.85 0.00 0.00 12.98 137.23 219.89 0.46 219.89 2.00 93.01 0.00 0.00 13.02 143.48 229.93 0.45 229.93 2.00 94.48 0.00 0.00 13.09 151.50 242.79 0.44 242.79 2.00 96.28 0.00 0.00 13.16 159.32 255.35 0.44 255.35 2.00 97.94 0.00 0.00 13.22 165.29 264.95 0.43 264.95 2.00 99.16 0.00 0.00 13.29 170.24 272.88 0.43 272.88 2.00 100.00 0.00 0.00 13.36 175.64 281.56 0.43 281.56 2.00 100.00 0.00 0.00 13.42 182.58 292.71 0.43 292.71 2.00 100.00 0.00 0.00 13.48 191.32 306.74 0.44 306.74 2.00 100.00 0.00 0.00 13.56 201.14 322.50 0.45 322.50 2.00 100.00 0.00 0.00 13.62 209.61 336.11 0.47 336.11 2.00 100.00 0.00 0.00 13.68 215.24 345.15 0.50 345.15 2.00 100.00 0.00 0.00 13.75 218.77 350.81 0.52 350.81 2.00 100.00 0.00 0.00 13.81 222.03 356.04 0.53 356.04 2.00 100.00 0.00 0.00 13.88 224.86 360.59 0.53 360.59 2.00 100.00 0.00 0.00 13.95 227.74 365.20 0.53 365.20 2.00 100.00 0.00 0.00 14.01 228.35 366.18 0.52 366.18 2.00 100.00 0.00 0.00 14.09 226.51 363.21 0.47 363.21 2.00 100.00 0.00 0.00 14.14 222.06 356.06 0.41 356.06 2.00 100.00 0.00 0.00 14.21 215.55 345.59 0.35 345.59 2.00 100.00 0.00 0.00 14.28 208.49 334.25 0.30 334.25 2.00 100.00 0.00 0.00 14.34 198.45 318.11 0.28 318.11 2.00 100.00 0.00 0.00 14.40 191.34 306.67 0.25 306.67 2.00 100.00 0.00 0.00 14.47 186.22 298.44 0.22 298.44 2.00 100.00 0.00 0.00 14.54 185.79 297.75 0.19 297.75 2.00 100.00 0.00 0.00 14.60 192.90 309.17 0.17 309.17 2.00 100.00 0.00 0.00 14.71 203.23 325.76 0.16 325.76 2.00 100.00 0.00 0.00 14.79 219.91 352.54 0.17 352.54 2.00 100.00 0.00 0.00 14.88 233.25 373.97 0.19 373.97 2.00 100.00 0.00 0.00 14.96 239.33 382.77 0.22 382.77 2.00 100.00 0.00 0.00 15.02 240.02 383.04 0.25 383.04 2.00 100.00 0.00 0.00 15.07 235.92 375.78 0.28 375.78 2.00 100.00 0.00 0.00 15.13 234.83 373.06 0.30 373.06 2.00 100.00 0.00 0.00 15.19 231.99 367.70 0.32 367.70 2.00 100.00 0.00 0.00 15.27 229.61 362.87 0.32 362.87 2.00 100.00 0.00 0.00 15.34 228.54 360.17 0.30 360.17 2.00 100.00 0.00 0.00 15.44 230.15 361.33 0.29 361.33 2.00 100.00 0.00 0.00 15.47 233.94 366.78 0.28 366.78 2.00 100.00 0.00 0.00 15.54 238.35 372.75 0.28 372.75 2.00 100.00 0.00 0.00 15.63 241.04 375.67 0.29 375.67 2.00 100.00 0.00 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 73 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 15.67 241.27 375.38 0.31 375.38 2.00 100.00 0.00 0.00 15.72 241.33 374.84 0.34 374.84 2.00 100.00 0.00 0.00 15.79 239.80 371.48 0.38 371.48 2.00 100.00 0.00 0.00 15.86 240.60 371.62 0.41 371.62 2.00 100.00 0.00 0.00 15.92 240.85 371.15 0.42 371.15 2.00 100.00 0.00 0.00 16.01 243.79 374.45 0.41 374.45 2.00 100.00 0.00 0.00 16.07 245.98 376.92 0.41 376.92 2.00 100.00 0.00 0.00 16.11 249.01 380.90 0.41 380.90 2.00 100.00 0.00 0.00 16.17 253.11 386.33 0.40 386.33 2.00 100.00 0.00 0.00 16.25 259.51 394.95 0.40 394.95 2.00 100.00 0.00 0.00 16.32 267.52 406.03 0.41 406.03 2.00 100.00 0.00 0.00 16.37 276.34 418.64 0.45 418.64 2.00 100.00 0.00 0.00 16.47 283.20 427.42 0.49 427.42 2.00 100.00 0.00 0.00 16.50 289.03 435.68 0.55 435.68 2.00 100.00 0.00 0.00 16.57 293.25 440.75 0.61 440.75 2.00 100.00 0.00 0.00 16.64 297.31 445.60 0.68 445.60 2.00 100.00 0.00 0.00 16.70 301.45 450.73 0.74 450.73 2.00 100.00 0.00 0.00 16.78 305.28 455.12 0.80 455.12 2.00 100.00 0.00 0.00 16.85 308.73 458.93 0.85 458.93 2.00 100.00 0.00 0.00 16.91 311.84 462.35 0.88 462.35 2.00 100.00 0.00 0.00 16.97 315.75 467.07 0.89 467.07 2.00 100.00 0.00 0.00 17.03 319.62 471.63 0.85 471.63 2.00 100.00 0.00 0.00 17.12 322.19 473.70 0.78 473.70 2.00 100.00 0.00 0.00 17.17 322.68 473.54 0.70 473.54 2.00 100.00 0.00 0.00 17.24 321.50 470.52 0.66 470.52 2.00 100.00 0.00 0.00 17.29 320.08 467.60 0.64 467.60 2.00 100.00 0.00 0.00 17.36 318.45 463.85 0.63 463.85 2.00 100.00 0.00 0.00 17.43 314.69 457.33 0.61 457.33 2.00 100.00 0.00 0.00 17.50 313.81 454.83 0.59 454.83 2.00 100.00 0.00 0.00 17.58 312.83 452.04 0.57 452.04 2.00 100.00 0.00 0.00 17.62 311.64 449.59 0.56 449.59 2.00 100.00 0.00 0.00 17.68 307.84 443.10 0.56 443.10 2.00 100.00 0.00 0.00 17.77 304.59 437.11 0.58 437.11 2.00 100.00 0.00 0.00 17.82 304.66 436.33 0.59 436.33 2.00 100.00 0.00 0.00 17.88 304.13 434.64 0.62 434.64 2.00 100.00 0.00 0.00 17.95 302.21 430.83 0.66 430.83 2.00 100.00 0.00 0.00 18.03 299.07 425.02 0.72 425.02 2.00 100.00 0.00 0.00 18.08 297.56 422.11 0.78 422.11 2.00 100.00 0.00 0.00 18.14 297.29 420.79 0.83 420.79 2.00 100.00 0.00 0.00 18.21 297.83 420.53 0.88 420.53 2.00 100.00 0.00 0.00 18.28 296.62 417.68 0.91 417.68 2.00 100.00 0.00 0.00 18.34 294.01 413.10 0.92 413.10 2.00 100.00 0.00 0.00 18.41 290.03 406.47 0.91 406.47 2.00 100.00 0.00 0.00 18.48 284.93 398.32 0.87 398.32 2.00 100.00 0.00 0.00 18.54 281.90 393.25 0.80 393.25 2.00 100.00 0.00 0.00 18.61 279.95 389.55 0.72 389.55 2.00 100.00 0.00 0.00 18.67 279.60 388.26 0.65 388.26 2.00 100.00 0.00 0.00 18.73 278.22 385.56 0.61 385.56 2.00 100.00 0.00 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 74 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 18.81 276.81 382.61 0.57 382.61 2.00 100.00 0.00 0.00 18.89 274.24 378.10 0.55 378.10 2.00 100.00 0.00 0.00 18.93 270.67 372.56 0.55 372.56 2.00 100.00 0.00 0.00 19.00 267.11 366.86 0.55 366.86 2.00 100.00 0.00 0.00 19.08 264.39 362.12 0.57 362.12 2.00 100.00 0.00 0.00 19.13 261.97 358.33 0.60 358.33 2.00 100.00 0.00 0.00 19.20 258.95 353.27 0.64 353.27 2.00 100.00 0.00 0.00 19.26 255.69 348.16 0.69 348.16 2.00 100.00 0.00 0.00 19.32 251.78 342.11 0.72 342.11 2.00 100.00 0.00 0.00 19.39 247.53 335.62 0.76 335.62 2.00 100.00 0.00 0.00 19.48 242.93 328.41 0.80 328.41 2.00 100.00 0.00 0.00 19.52 240.07 324.11 0.84 324.11 2.00 100.00 0.00 0.00 19.58 238.58 321.39 0.86 321.39 2.00 100.00 0.00 0.00 19.67 238.38 320.20 0.88 320.20 2.00 100.00 0.00 0.00 19.72 238.31 319.63 0.91 319.63 2.00 100.00 0.00 0.00 19.79 238.56 319.23 0.93 319.23 2.00 100.00 0.00 0.00 19.85 238.60 318.66 0.93 318.66 2.00 100.00 0.00 0.00 19.92 238.50 317.87 0.91 317.87 2.00 100.00 0.00 0.00 19.98 239.37 318.41 0.87 318.41 2.00 100.00 0.00 0.00 20.04 241.36 320.40 0.82 320.40 2.00 100.00 0.00 0.00 20.11 244.81 324.27 0.76 324.27 2.00 100.00 0.00 0.00 20.18 252.63 333.95 0.70 333.95 2.00 100.00 0.00 0.00 20.25 259.34 342.12 0.63 342.12 2.00 100.00 0.00 0.00 20.32 265.28 349.23 0.59 349.23 2.00 100.00 0.00 0.00 20.39 266.19 349.75 0.64 349.75 2.00 100.00 0.00 0.00 20.44 267.35 350.72 0.82 350.72 2.00 100.00 0.00 0.00 20.51 267.75 350.49 0.99 350.49 2.00 100.00 0.00 0.00 20.57 267.85 349.94 1.08 349.94 2.00 100.00 0.00 0.00 20.66 267.50 348.47 1.11 348.47 2.00 100.00 0.00 0.00 20.71 260.54 338.87 1.18 338.87 2.00 100.00 0.00 0.00 20.77 252.32 327.56 1.17 327.56 2.00 100.00 0.00 0.00 20.84 245.07 317.43 1.10 317.43 2.00 100.00 0.00 0.00 20.90 240.93 311.44 1.05 311.44 2.00 100.00 0.00 0.00 20.96 242.51 312.86 1.10 312.86 2.00 100.00 0.00 0.00 21.04 244.86 315.13 1.18 315.13 2.00 100.00 0.00 0.00 21.11 252.95 324.95 1.18 324.95 2.00 100.00 0.00 0.00 21.17 257.75 330.53 1.13 330.53 2.00 100.00 0.00 0.00 21.22 264.19 338.24 1.04 338.24 2.00 100.00 0.00 0.00 21.29 271.63 347.07 0.94 347.07 2.00 100.00 0.00 0.00 21.37 280.29 357.39 0.86 357.39 2.00 100.00 0.00 0.00 21.43 286.47 364.62 0.80 364.62 2.00 100.00 0.00 0.00 21.49 289.57 367.92 0.77 367.92 2.00 100.00 0.00 0.00 21.57 290.31 368.03 0.76 368.03 2.00 100.00 0.00 0.00 21.63 290.80 368.00 0.77 368.00 2.00 100.00 0.00 0.00 21.69 291.11 367.71 0.83 367.71 2.00 100.00 0.00 0.00 21.76 291.65 367.64 0.91 367.64 2.00 100.00 0.00 0.00 21.82 291.84 367.29 1.02 367.29 2.00 100.00 0.00 0.00 21.89 292.72 367.52 1.12 367.52 2.00 100.00 0.00 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 75 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 21.96 293.56 367.84 1.22 367.84 2.00 100.00 0.00 0.00 22.02 295.67 369.89 1.27 369.89 2.00 100.00 0.00 0.00 22.10 298.31 372.31 1.27 372.31 2.00 100.00 0.00 0.00 22.16 302.41 376.71 1.23 376.71 2.00 100.00 0.00 0.00 22.21 307.20 382.15 1.13 382.15 2.00 100.00 0.00 0.00 22.29 312.42 387.74 1.02 387.74 2.00 100.00 0.00 0.00 22.35 316.79 392.53 0.89 392.53 2.00 100.00 0.00 0.00 22.41 322.42 398.87 0.76 398.87 2.00 100.00 0.00 0.00 22.47 327.64 404.63 0.65 404.63 2.00 100.00 0.00 0.00 22.54 331.43 408.57 0.57 408.57 2.00 100.00 0.00 0.00 22.61 333.16 409.96 0.52 409.96 2.00 100.00 0.00 0.00 22.67 338.71 416.12 0.33 416.12 2.00 100.00 0.00 0.00 22.76 346.34 424.63 0.15 424.63 2.00 100.00 0.00 0.00 22.81 353.81 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 22.86 356.96 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 22.94 359.72 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 23.00 361.33 N/A 0.00 -1.00 2.00 0.00 0.00 0.00 qt:Qtn: Rf: Qtn,cs: FS:Dr: Gammamax: Lat. disp.: Total cone resistanceAdjusted cone resistance to an effective overburden stress of 1 atm Friction ration Adjusted and corrected cone resistance due to fines Calculated factor of safety against liquefaction Calculated relative density Calculated maximum cyclic shear strain Lateral displacement Abbreviations Total estimated displacement: 16.81 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 76 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Strength loss calculation (Robertson (2009) :: Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 6.11 0.65 21.38 22.01 3.50 0.00 9.981.03 6.20 0.76 22.40 26.98 3.53 0.02 6.011.20 6.30 0.87 21.03 29.01 3.49 0.02 4.621.38 6.38 0.84 24.17 31.79 3.57 0.01 3.551.32 6.41 1.26 20.03 39.92 3.46 0.05 4.981.99 6.48 2.41 12.39 47.53 3.18 0.10 8.083.84 6.55 4.33 7.13 49.26 2.89 0.05 0.626.91 6.60 6.12 4.79 46.96 2.71 0.04 0.629.80 6.66 7.89 3.48 43.96 2.57 0.03 0.6212.63 6.72 9.77 2.65 41.46 2.45 0.03 0.6215.64 6.80 10.34 2.49 41.16 2.42 0.03 0.6216.56 6.86 11.27 2.26 40.78 2.38 0.03 0.6218.04 6.92 12.23 1.00 19.58 2.34 0.02 0.6219.58 7.00 14.26 1.00 22.84 2.25 0.02 0.6222.84 7.05 15.87 1.00 25.42 2.20 0.02 0.6225.42 7.16 16.94 1.00 27.14 2.17 0.02 0.6227.14 7.21 18.13 1.00 29.05 2.15 0.02 0.6229.05 7.27 19.09 1.00 30.58 2.12 0.02 0.6230.58 7.37 20.09 1.00 32.18 2.09 0.02 0.6232.18 7.42 20.90 1.00 33.47 2.07 0.02 0.6233.47 7.48 21.55 1.00 34.51 2.05 0.02 0.6234.51 7.54 22.12 1.00 35.42 2.04 0.02 0.6235.42 7.61 22.58 1.00 36.15 2.04 0.02 0.6236.15 7.66 22.88 1.00 36.64 2.04 0.02 0.6236.64 7.71 23.19 1.00 37.13 2.07 0.02 0.6237.13 7.82 23.50 1.00 37.62 2.10 0.02 0.6237.62 7.88 23.84 1.46 55.79 2.13 0.08 0.6438.17 7.92 24.00 1.50 57.62 2.15 0.09 0.6538.41 7.97 24.07 1.53 58.87 2.16 0.10 0.6538.53 8.07 24.03 1.55 59.57 2.17 0.11 0.6638.46 8.13 24.23 1.54 59.84 2.17 0.11 0.6638.76 8.18 24.69 1.52 60.14 2.16 0.11 0.6639.50 8.27 25.34 1.49 60.53 2.14 0.12 0.6640.54 8.36 26.18 1.46 61.28 2.13 0.13 0.6641.89 8.45 27.30 1.43 62.54 2.11 0.14 0.6643.67 8.54 28.45 1.40 63.87 2.09 0.15 0.6745.51 8.58 28.94 1.39 64.45 2.08 0.16 0.6746.30 8.61 29.40 1.38 64.80 2.07 0.17 0.6747.03 8.63 30.09 1.36 65.46 2.05 0.18 0.6748.14 8.72 31.36 1.33 66.95 2.03 0.20 0.6850.17 8.78 32.43 1.32 68.44 2.01 0.22 0.6851.88 8.84 33.19 1.31 69.67 2.01 0.25 0.6853.10 8.89 33.88 1.31 70.94 2.00 0.28 0.6954.20 8.98 34.41 1.31 72.04 2.00 0.30 0.6955.06 9.05 34.80 1.31 72.97 2.00 0.33 0.6955.67 9.09 34.99 1.31 73.53 2.01 0.34 0.6955.98 9.18 34.92 1.31 73.39 2.01 0.34 0.6955.85 9.24 34.42 1.31 72.29 2.01 0.31 0.6955.05 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 77 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 9.30 33.50 1.31 70.24 2.00 0.26 0.6853.57 9.37 32.51 1.31 67.99 2.00 0.22 0.6851.97 9.44 31.98 1.30 66.51 1.99 0.19 0.6751.10 9.50 31.86 1.00 50.91 1.98 0.06 0.6350.91 9.56 31.86 1.00 50.90 1.97 0.06 0.6350.90 9.64 31.55 1.00 50.40 1.97 0.05 0.6350.40 9.69 30.67 1.00 48.98 1.99 0.05 0.6248.98 9.76 30.42 1.00 48.57 2.00 0.05 0.6248.57 9.82 30.31 1.32 63.78 2.01 0.15 0.6748.38 9.89 30.88 1.32 65.28 2.02 0.17 0.6749.30 9.95 30.90 1.36 66.87 2.05 0.20 0.6849.33 10.00 31.06 1.39 68.94 2.08 0.23 0.6849.57 10.07 31.52 1.44 72.21 2.11 0.31 0.6950.31 10.14 32.17 1.46 75.08 2.13 0.39 0.7051.34 10.24 33.77 1.44 77.86 2.12 0.49 0.7053.92 10.29 35.80 1.40 79.81 2.08 0.57 0.7157.17 10.37 37.64 1.36 81.47 2.05 0.66 0.7160.12 10.42 37.68 1.35 81.34 2.05 0.65 0.7160.18 10.49 36.76 1.36 80.10 2.06 0.59 0.7158.69 10.53 37.91 1.33 80.57 2.03 0.61 0.7160.53 10.64 40.75 1.28 83.49 1.97 0.71 0.7165.08 10.70 43.77 1.24 86.97 1.91 0.72 0.7269.94 10.74 45.88 1.22 89.31 1.87 0.73 0.7373.32 10.80 48.10 1.20 92.04 1.85 0.73 0.7376.89 10.89 50.52 1.18 95.61 1.83 0.74 0.7480.76 10.93 53.74 1.19 102.31 1.84 0.75 0.7585.93 11.02 57.84 1.18 109.11 1.83 0.76 0.7692.52 11.10 62.33 1.16 115.32 1.80 0.78 0.7899.72 11.15 65.86 1.12 118.49 1.78 0.78 0.78105.38 11.20 70.27 1.08 121.86 1.75 0.79 0.79112.46 11.29 75.83 1.02 123.58 1.71 0.79 0.79121.39 11.33 83.07 1.00 133.02 1.67 0.80 0.80133.02 11.43 89.51 1.00 143.36 1.63 0.82 0.82143.36 11.47 96.18 1.00 154.08 1.59 0.83 0.83154.08 11.53 100.82 1.00 161.52 1.57 0.84 0.84161.52 11.58 104.81 1.00 167.92 1.55 0.85 0.85167.92 11.65 107.57 1.00 172.35 1.55 0.86 0.86172.35 11.72 110.48 1.00 177.03 1.54 0.86 0.86177.03 11.78 112.32 1.00 179.98 1.53 0.86 0.86179.98 11.87 113.17 1.00 181.32 1.53 0.87 0.87181.32 11.91 112.90 1.00 180.89 1.54 0.87 0.87180.89 11.98 111.86 1.00 179.22 1.55 0.86 0.86179.22 12.04 109.98 1.00 176.19 1.56 0.86 0.86176.19 12.13 107.83 1.00 172.73 1.58 0.86 0.86172.73 12.18 106.78 1.00 171.03 1.58 0.85 0.85171.03 12.27 106.32 1.00 170.29 1.57 0.85 0.85170.29 12.33 106.78 1.00 171.02 1.56 0.85 0.85171.02 12.37 106.91 1.00 171.23 1.55 0.85 0.85171.23 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 78 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 12.46 107.99 1.00 172.95 1.54 0.86 0.86172.95 12.54 109.02 1.00 174.60 1.53 0.86 0.86174.60 12.59 110.40 1.00 176.81 1.53 0.86 0.86176.81 12.63 112.97 1.00 180.94 1.52 0.87 0.87180.94 12.72 117.30 1.00 187.89 1.51 0.87 0.87187.89 12.82 122.59 1.00 196.38 1.50 0.88 0.88196.38 12.87 127.73 1.00 204.63 1.48 0.89 0.89204.63 12.92 132.52 1.00 212.32 1.45 0.90 0.90212.32 12.98 137.23 1.00 219.89 1.43 0.91 0.91219.89 13.02 143.48 1.00 229.93 1.41 0.92 0.92229.93 13.09 151.50 1.00 242.79 1.39 0.93 0.93242.79 13.16 159.32 1.00 255.35 1.37 0.94 0.94255.35 13.22 165.29 1.00 264.95 1.35 0.95 0.95264.95 13.29 170.24 1.00 272.88 1.34 0.96 0.96272.88 13.36 175.64 1.00 281.56 1.33 0.96 0.96281.56 13.42 182.58 1.00 292.71 1.32 0.97 0.97292.71 13.48 191.32 1.00 306.74 1.31 0.98 0.98306.74 13.56 201.14 1.00 322.50 1.30 0.99 0.99322.50 13.62 209.61 1.00 336.11 1.30 1.00 1.00336.11 13.68 215.24 1.00 345.15 1.31 1.01 1.01345.15 13.75 218.77 1.00 350.81 1.31 1.02 1.02350.81 13.81 222.03 1.00 356.04 1.32 1.02 1.02356.04 13.88 224.86 1.00 360.59 1.32 1.02 1.02360.59 13.95 227.74 1.00 365.20 1.31 1.03 1.03365.20 14.01 228.35 1.00 366.18 1.30 1.03 1.03366.18 14.09 226.51 1.00 363.21 1.28 1.02 1.02363.21 14.14 222.06 1.00 356.06 1.24 1.02 1.02356.06 14.21 215.55 1.00 345.59 1.20 1.01 1.01345.59 14.28 208.49 1.00 334.25 1.18 1.00 1.00334.25 14.34 198.45 1.00 318.11 1.17 0.99 0.99318.11 14.40 191.34 1.00 306.67 1.16 0.98 0.98306.67 14.47 186.22 1.00 298.44 1.14 0.98 0.98298.44 14.54 185.79 1.00 297.75 1.11 0.98 0.98297.75 14.60 192.90 1.00 309.17 1.07 0.98 0.98309.17 14.71 203.23 1.00 325.76 1.05 1.00 1.00325.76 14.79 219.91 1.00 352.54 1.02 1.02 1.02352.54 14.88 233.25 1.00 373.97 1.03 1.03 1.03373.97 14.96 239.33 1.00 382.77 1.05 1.04 1.04382.77 15.02 240.02 1.00 383.04 1.08 1.04 1.04383.04 15.07 235.92 1.00 375.78 1.11 1.03 1.03375.78 15.13 234.83 1.00 373.06 1.14 1.03 1.03373.06 15.19 231.99 1.00 367.70 1.16 1.03 1.03367.70 15.27 229.61 1.00 362.87 1.16 1.02 1.02362.87 15.34 228.54 1.00 360.17 1.15 1.02 1.02360.17 15.44 230.15 1.00 361.33 1.14 1.02 1.02361.33 15.47 233.94 1.00 366.78 1.12 1.03 1.03366.78 15.54 238.35 1.00 372.75 1.12 1.03 1.03372.75 15.63 241.04 1.00 375.67 1.13 1.03 1.03375.67 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 79 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 15.67 241.27 1.00 375.38 1.15 1.03 1.03375.38 15.72 241.33 1.00 374.84 1.17 1.03 1.03374.84 15.79 239.80 1.00 371.48 1.20 1.03 1.03371.48 15.86 240.60 1.00 371.62 1.23 1.03 1.03371.62 15.92 240.85 1.00 371.15 1.23 1.03 1.03371.15 16.01 243.79 1.00 374.45 1.23 1.03 1.03374.45 16.07 245.98 1.00 376.92 1.22 1.03 1.03376.92 16.11 249.01 1.00 380.90 1.22 1.04 1.04380.90 16.17 253.11 1.00 386.33 1.21 1.04 1.04386.33 16.25 259.51 1.00 394.95 1.20 1.04 1.04394.95 16.32 267.52 1.00 406.03 1.20 1.05 1.05406.03 16.37 276.34 1.00 418.64 1.22 1.06 1.06418.64 16.47 283.20 1.00 427.42 1.24 1.06 1.06427.42 16.50 289.03 1.00 435.68 1.27 1.07 1.07435.68 16.57 293.25 1.00 440.75 1.30 1.07 1.07440.75 16.64 297.31 1.00 445.60 1.33 1.08 1.08445.60 16.70 301.45 1.00 450.73 1.36 1.08 1.08450.73 16.78 305.28 1.00 455.12 1.39 1.08 1.08455.12 16.85 308.73 1.00 458.93 1.40 1.08 1.08458.93 16.91 311.84 1.00 462.35 1.42 1.08 1.08462.35 16.97 315.75 1.00 467.07 1.42 1.09 1.09467.07 17.03 319.62 1.00 471.63 1.40 1.09 1.09471.63 17.12 322.19 1.00 473.70 1.37 1.09 1.09473.70 17.17 322.68 1.00 473.54 1.33 1.09 1.09473.54 17.24 321.50 1.00 470.52 1.31 1.09 1.09470.52 17.29 320.08 1.00 467.60 1.30 1.09 1.09467.60 17.36 318.45 1.00 463.85 1.30 1.09 1.09463.85 17.43 314.69 1.00 457.33 1.29 1.08 1.08457.33 17.50 313.81 1.00 454.83 1.28 1.08 1.08454.83 17.58 312.83 1.00 452.04 1.27 1.08 1.08452.04 17.62 311.64 1.00 449.59 1.27 1.08 1.08449.59 17.68 307.84 1.00 443.10 1.27 1.07 1.07443.10 17.77 304.59 1.00 437.11 1.29 1.07 1.07437.11 17.82 304.66 1.00 436.33 1.29 1.07 1.07436.33 17.88 304.13 1.00 434.64 1.31 1.07 1.07434.64 17.95 302.21 1.00 430.83 1.34 1.07 1.07430.83 18.03 299.07 1.00 425.02 1.37 1.06 1.06425.02 18.08 297.56 1.00 422.11 1.40 1.06 1.06422.11 18.14 297.29 1.00 420.79 1.42 1.06 1.06420.79 18.21 297.83 1.00 420.53 1.44 1.06 1.06420.53 18.28 296.62 1.00 417.68 1.46 1.06 1.06417.68 18.34 294.01 1.00 413.10 1.46 1.06 1.06413.10 18.41 290.03 1.00 406.47 1.46 1.05 1.05406.47 18.48 284.93 1.00 398.32 1.45 1.05 1.05398.32 18.54 281.90 1.00 393.25 1.42 1.04 1.04393.25 18.61 279.95 1.00 389.55 1.39 1.04 1.04389.55 18.67 279.60 1.00 388.26 1.36 1.04 1.04388.26 18.73 278.22 1.00 385.56 1.34 1.04 1.04385.56 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 80 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 18.81 276.81 1.00 382.61 1.32 1.04 1.04382.61 18.89 274.24 1.00 378.10 1.31 1.03 1.03378.10 18.93 270.67 1.00 372.56 1.32 1.03 1.03372.56 19.00 267.11 1.00 366.86 1.32 1.03 1.03366.86 19.08 264.39 1.00 362.12 1.34 1.02 1.02362.12 19.13 261.97 1.00 358.33 1.36 1.02 1.02358.33 19.20 258.95 1.00 353.27 1.38 1.02 1.02353.27 19.26 255.69 1.00 348.16 1.41 1.01 1.01348.16 19.32 251.78 1.00 342.11 1.43 1.01 1.01342.11 19.39 247.53 1.00 335.62 1.45 1.00 1.00335.62 19.48 242.93 1.00 328.41 1.47 1.00 1.00328.41 19.52 240.07 1.00 324.11 1.49 1.00 1.00324.11 19.58 238.58 1.00 321.39 1.51 0.99 0.99321.39 19.67 238.38 1.00 320.20 1.51 0.99 0.99320.20 19.72 238.31 1.00 319.63 1.52 0.99 0.99319.63 19.79 238.56 1.00 319.23 1.53 0.99 0.99319.23 19.85 238.60 1.00 318.66 1.53 0.99 0.99318.66 19.92 238.50 1.00 317.87 1.53 0.99 0.99317.87 19.98 239.37 1.00 318.41 1.51 0.99 0.99318.41 20.04 241.36 1.00 320.40 1.49 0.99 0.99320.40 20.11 244.81 1.00 324.27 1.46 1.00 1.00324.27 20.18 252.63 1.00 333.95 1.43 1.00 1.00333.95 20.25 259.34 1.00 342.12 1.39 1.01 1.01342.12 20.32 265.28 1.00 349.23 1.36 1.01 1.01349.23 20.39 266.19 1.00 349.75 1.38 1.01 1.01349.75 20.44 267.35 1.00 350.72 1.46 1.02 1.02350.72 20.51 267.75 1.00 350.49 1.53 1.02 1.02350.49 20.57 267.85 1.00 349.94 1.56 1.01 1.01349.94 20.66 267.50 1.00 348.47 1.57 1.01 1.01348.47 20.71 260.54 1.00 338.87 1.60 1.01 1.01338.87 20.77 252.32 1.00 327.56 1.61 1.00 1.00327.56 20.84 245.07 1.00 317.43 1.59 0.99 0.99317.43 20.90 240.93 1.00 311.44 1.58 0.99 0.99311.44 20.96 242.51 1.00 312.86 1.59 0.99 0.99312.86 21.04 244.86 1.00 315.13 1.62 0.99 0.99315.13 21.11 252.95 1.00 324.95 1.61 1.00 1.00324.95 21.17 257.75 1.00 330.53 1.59 1.00 1.00330.53 21.22 264.19 1.00 338.24 1.56 1.01 1.01338.24 21.29 271.63 1.00 347.07 1.52 1.01 1.01347.07 21.37 280.29 1.00 357.39 1.47 1.02 1.02357.39 21.43 286.47 1.00 364.62 1.45 1.02 1.02364.62 21.49 289.57 1.00 367.92 1.43 1.03 1.03367.92 21.57 290.31 1.00 368.03 1.42 1.03 1.03368.03 21.63 290.80 1.00 368.00 1.43 1.03 1.03368.00 21.69 291.11 1.00 367.71 1.46 1.03 1.03367.71 21.76 291.65 1.00 367.64 1.49 1.03 1.03367.64 21.82 291.84 1.00 367.29 1.53 1.03 1.03367.29 21.89 292.72 1.00 367.52 1.56 1.03 1.03367.52 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 81 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 21.96 293.56 1.00 367.84 1.59 1.03 1.03367.84 22.02 295.67 1.00 369.89 1.60 1.03 1.03369.89 22.10 298.31 1.00 372.31 1.60 1.03 1.03372.31 22.16 302.41 1.00 376.71 1.59 1.03 1.03376.71 22.21 307.20 1.00 382.15 1.55 1.04 1.04382.15 22.29 312.42 1.00 387.74 1.51 1.04 1.04387.74 22.35 316.79 1.00 392.53 1.46 1.04 1.04392.53 22.41 322.42 1.00 398.87 1.40 1.05 1.05398.87 22.47 327.64 1.00 404.63 1.35 1.05 1.05404.63 22.54 331.43 1.00 408.57 1.30 1.05 1.05408.57 22.61 333.16 1.00 409.96 1.27 1.05 1.05409.96 22.67 338.71 1.00 416.12 1.12 1.06 1.06416.12 22.76 346.34 1.00 424.63 0.94 1.06 1.06424.63 22.81 353.81 1.00 -1.00 -1.00 0.00 0.00-1.00 22.86 356.96 1.00 -1.00 -1.00 0.00 0.00-1.00 22.94 359.72 1.00 -1.00 -1.00 0.00 0.00-1.00 23.00 361.33 1.00 -1.00 -1.00 0.00 0.00-1.00 qt:Kc: Qtn,cs:Ic:Su(liq)/σ'v:Su(peak)/σ'v: Total cone resistance Cone resistance correction factor due to fines Adjusted and corrected cone resistance due to fines Soil behavior type index Calculated liquefied undrained strength ratio Calculated peak undrained strength ratio Abbreviations CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 82 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Total cone resistance qt (tsf)3002001000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Total cone resistance Custom Vs data Vs (ft/s)0Depth (ft)0 Custom Vs data Rigidity Index K*G0Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Rigidity Index Deposit resistance factor K(DR)1Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Deposit resistance factor Cyclic resistance ratio CRR 4321Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cyclic resistance ratio Aging Calculation Estimation CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 83 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: CPT-1 Corrected norm. cone resista Qtn,cs 4002000Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resista SBTn Index Plot Ic (Robertson 1990)4321Depth (ft)16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Plot zAH1 FS plot Factor of safety 21.510.50Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS plot Stresses vs Depth Stresses (tsf)10.5Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 σvo (EQ)uo (EQ)EQu Stresses vs Depth Excess Head hexc (ft)1086420Depth (ft)17 16.5 16 15.5 15 14.5 14 13.5 13 12.5 12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 hexcσ'vo=0hA Excess Head Liq. ejecta demand LD (ton/ft)10Depth (ft)24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 LD: 1.96CR: 0.57 Liq. ejecta demand Ejecta severitySevere Ejecta Severity Estimation CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 84 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 LIQUEFACTION ANALYSIS REPORT Input parameters and analysis data Analysis method:Fines correction method: Points to test:Earthquake magnitude Mw:Peak ground acceleration: NCEER (1998)NCEER (1998)Based on Ic value7.500.64 G.W.T. (in-situ):G.W.T. (earthq.):Average results interval:Ic cut-off value:Unit weight calculation: Project title : Location : Stoney Miller Consultants, Inc/ Geofirm 33 Journey, Alisio Viejo, CA CPT file : Average CPT 5.00 ft5.00 ft32.60Based on SBT Use fill:Fill height: Fill weight:Trans. detect. applied:Kσ applied: Yes6.00 ft 125.00 lb/ft3 NoYes Clay like behaviorapplied:Limit depth applied:Limit depth:MSF method: Sands onlyNoN/AMethod based Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot CRR plot FILL CRR & CSR 0.60.40.20 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 CRR plot Qtn,cs 200180160140120100806040200Cyclic Stress Ratio* (CSR*)0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%)0.1 1 10Normalized CPT penetration resistance1 10 100 1,000 Friction Ratio Rf (%)1086420 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Friction Ratio Mw=71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot FILL Factor of safety 21.510.50 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq 85 PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance CPT basic interpretation plots Friction Ratio Rf (%)1086420Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Friction Ratio Pore pressure u (psi)3210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Pore pressure Insitu SBT Plot Ic(SBT)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBT Plot Soil Behaviour Type SBT (Robertson et al. 1986)1817161514131211109876543210Depth (ft)12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Soil Behaviour Type Sensitive fine grainedClay Silty sand & sandy silt Sand & silty sand Sand Sand & silty sand Sand CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 86 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A SBT legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to siltyl5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand told9. Very stiff fine grained PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Norm. cone resistance Qtn 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance CPT basic interpretation plots (normalized) Norm. friction ratio Fr (%)1086420Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. friction ratio Nom. pore pressure ratio Bq 10.80.60.40.20-0.2Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Nom. pore pressure ratio SBTn Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot Norm. Soil Behaviour Type SBTn (Robertson 1990)1817161514131211109876543210Depth (ft)12 11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. Soil Behaviour Type Sensitive fine grainedClay & silty clay Silty sand & sandy silt Sand & silty sand Silty sand & sandy silt Sand & silty sand Sand Sand & silty sand Sand CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 87 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq SBTn legend 1. Sensitive fine grained 2. Organic material 3. Clay to silty clay 4. Clayey silt to siltyl5. Silty sand to sandy silt 6. Clean sand to silty sand 7. Gravely sand to sand 8. Very stiff sand told9. Very stiff fine grained Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Total cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Total cone resistance Liquefaction analysis overall plots (intermediate results) SBTn Index Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Norm. cone resistance Qtn 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance Grain char. factor Kc 109876543210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Grain char. factor Corrected norm. cone resistance Qtn,cs 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resistanc CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 88 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT CRR plot FILL CRR & CSR 0.60.40.20Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 CRR plot Liquefaction analysis overall plots FS Plot FILL Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Liquefaction potential FILL LPI 20151050Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Liquefaction potential Vertical settlements FILL Settlement (in)1.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Vertical settlements Lateral displacements FILL Displacement (in)151050Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Lateral displacements CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 89 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq F.S. color scheme LPI color schemeInput parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A Almost certain it will liquefy Very likely to liquefy Liquefaction and no liq. are equally likely Unlike to liquefy Almost certain it will not liquefy Very high risk High risk Low risk PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Normalized friction ratio (%)0.1 1 10Normalized CPT penetration resistance1 10 100 1,000 Liquefaction analysis summary plots Qtn,cs 200180160140120100806040200Cyclic Stress Ratio* (CSR*)0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Thickness of surface layer, H1 (m)109876543210Thickness of liquefiable sand layer, H2 (m)12.0 11.0 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 1.0 0.0 Average CPT (10.22) Analysis PGA: 0.64 PGA 0.40g - 0.50gCLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 90 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Norm. cone resistance Qtn 4003002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Norm. cone resistance Check for strength loss plots (Robertson (2010)) Grain char. factor Kc 109876543210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Grain char. factor Corrected norm. cone resistance Qtn,cs 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resistanc SBTn Index Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Liquefied Su/Sig'v Su/Sig'v 0.50.40.30.20.10Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Peak Su ratio Liq. Su ratio Liquefied Su/Sig'v CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 91 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Input parameters and analysis data Analysis method:Fines correction method:Points to test:Earthquake magnitude Mw:Peak ground acceleration:Depth to water table (insitu): NCEER (1998)NCEER (1998)Based on Ic value7.500.645.00 ft Depth to water table (erthq.):Average results interval:Ic cut-off value:Unit weight calculation:Use fill:Fill height: 5.00 ft32.60Based on SBTYes6.00 ft Fill weight:Transition detect. applied:Kσ applied: Clay like behavior applied:Limit depth applied:Limit depth: 125.00 lb/ft3 NoYes Sands onlyNoN/A PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Field input data :: Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 1 0.10 0.96 0.01 87.3691.23-0.22 2 0.17 1.94 0.02 87.3673.05-0.19 3 0.24 3.07 0.02 87.3657.77-0.16 4 0.31 4.34 0.03 88.7750.12-0.14 5 0.38 5.16 0.04 91.5649.18-0.11 6 0.45 4.82 0.06 93.8446.75-0.12 7 0.52 6.75 0.07 95.5441.62-0.10 8 0.59 9.08 0.08 96.6234.43-0.13 9 0.66 10.99 0.08 97.2629.22-0.06 10 0.73 12.76 0.08 97.6925.770.06 11 0.80 14.25 0.08 97.9024.270.16 12 0.87 13.65 0.08 98.1222.900.18 13 0.94 15.50 0.08 98.2921.750.34 14 1.01 16.75 0.08 98.605.000.41 15 1.08 17.60 0.08 98.935.000.44 16 1.15 18.47 0.08 99.375.000.44 17 1.22 19.27 0.09 99.805.000.49 18 1.29 19.96 0.09 100.225.000.48 19 1.36 20.40 0.10 100.565.000.44 20 1.43 20.76 0.10 101.015.000.45 21 1.50 21.42 0.11 101.5017.140.51 22 1.57 22.24 0.12 102.0617.060.49 23 1.64 22.52 0.12 102.6517.160.49 24 1.71 22.70 0.14 103.2917.530.49 25 1.78 22.85 0.15 103.9017.910.49 26 1.85 23.06 0.16 104.4718.140.49 27 1.92 23.69 0.17 104.9018.260.39 28 1.99 23.77 0.18 105.0418.120.40 29 2.06 23.98 0.17 104.7917.790.43 30 2.13 24.00 0.15 104.3217.180.23 31 2.20 24.41 0.14 103.8916.510.30 32 2.27 25.01 0.14 103.6515.780.22 33 2.34 25.97 0.13 103.5615.150.31 34 2.41 26.61 0.13 103.6614.740.26 35 2.48 27.05 0.14 103.8314.510.24 36 2.55 27.52 0.14 103.9714.390.26 37 2.62 27.62 0.14 104.0714.160.15 38 2.69 28.42 0.14 104.1914.070.11 39 2.76 28.39 0.15 104.4214.130.11 40 2.83 28.17 0.15 104.6414.430.11 41 2.90 27.81 0.16 104.8214.810.11 42 2.97 27.38 0.16 105.0315.240.11 43 3.04 27.08 0.17 105.3015.730.06 44 3.11 26.75 0.18 105.6016.190.19 45 3.18 26.61 0.18 105.6716.480.27 46 3.25 26.20 0.18 105.4316.580.33 47 3.32 25.54 0.16 104.9316.540.31 48 3.39 25.06 0.15 104.3716.380.26 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 92 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 49 3.46 24.99 0.14 103.9016.090.28 50 3.53 25.15 0.14 103.5115.740.21 51 3.60 25.15 0.13 103.1715.500.19 52 3.67 24.89 0.12 102.8715.530.22 53 3.74 24.13 0.12 102.8015.610.22 54 3.81 24.64 0.13 103.1115.880.22 55 3.88 24.82 0.14 103.8816.200.20 56 3.95 25.30 0.16 104.9916.840.21 57 4.02 25.87 0.19 106.1017.290.21 58 4.09 26.94 0.22 107.1217.470.20 59 4.16 28.35 0.24 107.8317.250.25 60 4.23 29.44 0.25 108.4116.580.22 61 4.30 32.06 0.26 108.8115.780.22 62 4.37 33.61 0.27 109.1315.140.32 63 4.44 33.99 0.27 109.3414.970.20 64 4.51 33.92 0.28 109.6514.700.16 65 4.58 36.48 0.29 110.2314.000.22 66 4.65 40.87 0.32 111.0712.840.23 67 4.72 45.86 0.35 111.9311.430.30 68 4.79 52.22 0.37 112.659.800.33 69 4.86 60.55 0.38 113.358.450.44 70 4.93 66.23 0.42 114.237.690.59 71 5.00 70.10 0.48 115.047.430.63 72 5.07 72.60 0.50 115.517.220.72 73 5.14 74.40 0.49 115.646.910.86 74 5.21 76.48 0.49 115.666.511.11 75 5.28 79.50 0.49 115.895.981.24 76 5.35 86.69 0.51 116.225.441.47 77 5.42 91.43 0.53 116.664.931.39 78 5.49 96.53 0.55 117.064.631.40 79 5.56 99.65 0.58 117.464.431.40 80 5.63 102.57 0.60 117.854.361.42 81 5.70 104.56 0.63 118.164.321.42 82 5.77 105.69 0.64 118.354.321.42 83 5.84 105.74 0.64 118.434.331.42 84 5.91 105.73 0.65 118.514.341.42 85 5.98 106.66 0.66 118.584.291.47 86 6.05 108.37 0.66 118.604.171.46 87 6.12 109.52 0.65 118.494.031.43 88 6.19 108.78 0.63 118.303.881.42 89 6.26 109.44 0.60 118.093.741.42 90 6.33 110.19 0.59 117.963.551.42 91 6.40 112.40 0.59 117.953.421.42 92 6.47 113.44 0.60 118.053.321.49 93 6.54 115.19 0.61 118.253.251.53 94 6.61 118.29 0.63 118.513.131.56 95 6.68 122.26 0.65 118.842.971.58 96 6.75 127.23 0.67 119.222.781.65 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 93 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 97 6.82 132.94 0.70 119.592.531.69 98 6.89 140.05 0.72 119.922.201.80 99 6.96 148.82 0.73 120.191.841.90 100 7.03 156.22 0.75 120.501.501.97 101 7.10 165.48 0.77 120.881.211.98 102 7.17 175.81 0.81 121.381.022.14 103 7.24 182.13 0.87 121.970.922.22 104 7.31 189.56 0.94 122.630.922.33 105 7.38 196.94 1.02 123.340.952.40 106 7.45 203.23 1.12 124.061.022.40 107 7.52 209.72 1.22 124.721.092.43 108 7.59 215.87 1.30 125.281.142.46 109 7.66 220.05 1.37 125.671.162.52 110 7.73 223.50 1.40 125.891.162.57 111 7.80 225.21 1.41 125.831.052.57 112 7.87 226.46 1.32 125.460.832.62 113 7.94 226.54 1.20 124.880.562.62 114 8.01 225.15 1.11 124.210.332.68 115 8.08 220.93 1.01 123.390.082.63 116 8.15 218.22 0.86 122.330.002.62 117 8.22 212.45 0.72 121.170.002.51 118 8.29 212.09 0.64 120.140.002.46 119 8.36 208.26 0.58 119.320.002.44 120 8.43 202.66 0.53 118.600.002.29 121 8.50 200.96 0.48 117.940.002.13 122 8.57 198.40 0.45 117.410.002.13 123 8.64 199.05 0.43 117.080.002.17 124 8.71 204.27 0.42 117.100.002.24 125 8.78 208.86 0.45 117.560.002.24 126 8.85 218.81 0.50 118.370.002.24 127 8.92 227.17 0.56 119.350.002.29 128 8.99 227.49 0.65 120.390.002.40 129 9.06 224.74 0.75 121.480.002.55 130 9.13 226.66 0.88 122.600.002.57 131 9.20 227.19 1.02 123.560.042.66 132 9.27 226.52 1.12 124.210.312.57 133 9.34 226.33 1.16 124.540.482.51 134 9.41 225.16 1.18 124.590.542.51 135 9.48 224.83 1.15 124.450.492.58 136 9.55 225.79 1.10 124.120.342.68 137 9.62 226.78 1.02 123.680.152.68 138 9.69 226.50 0.96 123.400.032.84 139 9.76 227.80 0.98 123.430.042.84 140 9.83 227.88 1.03 123.670.112.84 141 9.90 228.92 1.05 123.920.202.81 142 9.97 229.80 1.08 124.190.302.83 143 10.04 230.40 1.15 124.610.442.81 144 10.11 233.26 1.24 125.110.592.83 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 94 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Field input data :: (continued) Point ID qc(tsf)Depth (ft) Unit weight (pcf) Fines content (%) fs(tsf)u (tsf) 145 10.18 236.36 1.32 125.550.692.84 146 10.25 241.10 1.36 125.920.712.84 147 10.32 247.63 1.41 126.310.712.84 148 10.39 254.80 1.50 126.770.742.97 149 10.46 260.22 1.60 127.320.833.05 150 10.53 265.95 1.73 127.981.003.09 151 10.60 270.97 1.92 128.711.253.19 152 10.67 274.65 2.12 129.441.533.25 153 10.74 278.13 2.30 130.071.813.28 154 10.81 280.45 2.46 130.572.053.34 155 10.88 281.48 2.59 130.912.223.35 156 10.95 282.53 2.64 131.102.303.30 157 11.02 284.79 2.64 131.032.223.28 158 11.09 285.40 2.51 130.752.023.28 159 11.16 285.46 2.34 130.381.803.28 160 11.23 284.82 2.27 130.141.703.28 161 11.30 282.96 2.29 130.091.713.23 162 11.37 282.54 2.29 130.081.753.21 163 11.44 281.55 2.27 130.021.703.18 164 11.51 284.56 2.23 129.371.233.21 165 11.58 293.52 1.69 127.570.223.19 166 11.65 296.69 0.89 125.190.003.17 167 11.72 302.17 0.87 123.270.003.06 168 11.79 307.43 0.88 123.300.003.06 169 11.86 274.98 0.92 123.340.002.88 170 11.93 221.94 0.97 123.280.002.65 Abbreviations Depth:qc: fs:u: Fines content: Unit weight: Depth from free surface, at which CPT was performed (ft)Measured cone resistance (tsf)Sleeve friction resistance (tsf)Pore pressure (tsf)Percentage of fines in soil (%)Bulk soil unit weight (pcf) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 95 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 1 6.10 0.38 0.03 0.35 0.99 0.452 0.452 1.00 0.4521.00 No1.00 2 6.17 0.38 0.04 0.35 0.99 0.454 0.454 1.00 0.4541.00 No1.00 3 6.24 0.39 0.04 0.35 0.99 0.457 0.457 1.00 0.4571.00 No1.00 4 6.31 0.39 0.04 0.35 0.99 0.459 0.459 1.00 0.4591.00 No1.00 5 6.38 0.39 0.04 0.35 0.99 0.461 0.461 1.00 0.4611.00 No1.00 6 6.45 0.40 0.05 0.35 0.99 0.464 0.464 1.00 0.4641.00 No1.00 7 6.52 0.40 0.05 0.35 0.99 0.466 0.466 1.00 0.4661.00 No1.00 8 6.59 0.40 0.05 0.35 0.99 0.468 0.468 1.00 0.4681.00 No1.00 9 6.66 0.41 0.05 0.35 0.99 0.470 0.471 1.00 0.4711.00 No1.00 10 6.73 0.41 0.05 0.35 0.99 0.473 0.473 1.00 0.4731.00 No1.00 11 6.80 0.41 0.06 0.36 0.99 0.475 0.475 1.00 0.4751.00 No1.00 12 6.87 0.42 0.06 0.36 0.99 0.477 0.477 1.00 0.4771.00 No1.00 13 6.94 0.42 0.06 0.36 0.99 0.479 0.480 1.00 0.4801.00 No1.00 14 7.01 0.42 0.06 0.36 0.99 0.482 0.482 1.00 0.4821.00 No1.00 15 7.08 0.43 0.06 0.36 0.99 0.484 0.484 1.00 0.4841.00 No1.00 16 7.15 0.43 0.07 0.36 0.99 0.486 0.486 1.00 0.4861.00 No1.00 17 7.22 0.43 0.07 0.36 0.99 0.488 0.488 1.00 0.4881.00 No1.00 18 7.29 0.44 0.07 0.36 0.99 0.490 0.490 1.00 0.4901.00 No1.00 19 7.36 0.44 0.07 0.37 0.98 0.492 0.492 1.00 0.4921.00 No1.00 20 7.43 0.44 0.08 0.37 0.98 0.494 0.494 1.00 0.4941.00 No1.00 21 7.50 0.45 0.08 0.37 0.98 0.496 0.496 1.00 0.4961.00 No1.00 22 7.57 0.45 0.08 0.37 0.98 0.498 0.498 1.00 0.4981.00 No1.00 23 7.64 0.45 0.08 0.37 0.98 0.500 0.500 1.00 0.5001.00 No1.00 24 7.71 0.46 0.08 0.37 0.98 0.502 0.502 1.00 0.5021.00 No1.00 25 7.78 0.46 0.09 0.37 0.98 0.504 0.504 1.00 0.5041.00 No1.00 26 7.85 0.47 0.09 0.38 0.98 0.506 0.506 1.00 0.5061.00 No1.00 27 7.92 0.47 0.09 0.38 0.98 0.508 0.508 1.00 0.5081.00 No1.00 28 7.99 0.47 0.09 0.38 0.98 0.510 0.510 1.00 0.5101.00 No1.00 29 8.06 0.48 0.10 0.38 0.98 0.512 0.512 1.00 0.5121.00 No1.00 30 8.13 0.48 0.10 0.38 0.98 0.514 0.514 1.00 0.5141.00 No1.00 31 8.20 0.48 0.10 0.38 0.98 0.515 0.516 1.00 0.5161.00 No1.00 32 8.27 0.49 0.10 0.38 0.98 0.517 0.517 1.00 0.5171.00 No1.00 33 8.34 0.49 0.10 0.39 0.98 0.519 0.519 1.00 0.5191.00 No1.00 34 8.41 0.49 0.11 0.39 0.98 0.521 0.521 1.00 0.5211.00 No1.00 35 8.48 0.50 0.11 0.39 0.98 0.523 0.523 1.00 0.5231.00 No1.00 36 8.55 0.50 0.11 0.39 0.98 0.524 0.525 1.00 0.5251.00 No1.00 37 8.62 0.51 0.11 0.39 0.98 0.526 0.526 1.00 0.5261.00 No1.00 38 8.69 0.51 0.12 0.39 0.98 0.528 0.528 1.00 0.5281.00 No1.00 39 8.76 0.51 0.12 0.40 0.98 0.530 0.530 1.00 0.5301.00 No1.00 40 8.83 0.52 0.12 0.40 0.98 0.531 0.532 1.00 0.5321.00 No1.00 41 8.90 0.52 0.12 0.40 0.98 0.533 0.533 1.00 0.5331.00 No1.00 42 8.97 0.52 0.12 0.40 0.98 0.535 0.535 1.00 0.5351.00 No1.00 43 9.04 0.53 0.13 0.40 0.98 0.536 0.537 1.00 0.5371.00 No1.00 44 9.11 0.53 0.13 0.40 0.98 0.538 0.538 1.00 0.5381.00 No1.00 45 9.18 0.53 0.13 0.40 0.98 0.540 0.540 1.00 0.5401.00 No1.00 46 9.25 0.54 0.13 0.41 0.98 0.541 0.542 1.00 0.5421.00 No1.00 47 9.32 0.54 0.13 0.41 0.98 0.543 0.543 1.00 0.5431.00 No1.00 48 9.39 0.55 0.14 0.41 0.98 0.545 0.545 1.00 0.5451.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 96 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 49 9.46 0.55 0.14 0.41 0.98 0.546 0.546 1.00 0.5461.00 No1.00 50 9.53 0.55 0.14 0.41 0.98 0.548 0.548 1.00 0.5481.00 No1.00 51 9.60 0.56 0.14 0.41 0.98 0.549 0.550 1.00 0.5501.00 No1.00 52 9.67 0.56 0.15 0.41 0.98 0.551 0.551 1.00 0.5511.00 No1.00 53 9.74 0.56 0.15 0.42 0.98 0.553 0.553 1.00 0.5531.00 No1.00 54 9.81 0.57 0.15 0.42 0.98 0.554 0.554 1.00 0.5541.00 No1.00 55 9.88 0.57 0.15 0.42 0.98 0.556 0.556 1.00 0.5561.00 No1.00 56 9.95 0.57 0.15 0.42 0.98 0.557 0.557 1.00 0.5571.00 No1.00 57 10.02 0.58 0.16 0.42 0.98 0.559 0.559 1.00 0.5591.00 No1.00 58 10.09 0.58 0.16 0.42 0.98 0.560 0.560 1.00 0.5601.00 No1.00 59 10.16 0.59 0.16 0.42 0.98 0.562 0.562 1.00 0.5621.00 No1.00 60 10.23 0.59 0.16 0.43 0.98 0.563 0.563 1.00 0.5631.00 No1.00 61 10.30 0.59 0.17 0.43 0.98 0.564 0.565 1.00 0.5651.00 No1.00 62 10.37 0.60 0.17 0.43 0.98 0.566 0.566 1.00 0.5661.00 No1.00 63 10.44 0.60 0.17 0.43 0.98 0.567 0.567 1.00 0.5671.00 No1.00 64 10.51 0.60 0.17 0.43 0.98 0.568 0.569 1.00 0.5691.00 No1.00 65 10.58 0.61 0.17 0.43 0.98 0.570 0.570 1.00 0.5701.00 No1.00 66 10.65 0.61 0.18 0.44 0.98 0.571 0.571 1.00 0.5711.00 No1.00 67 10.72 0.62 0.18 0.44 0.98 0.572 0.573 1.00 0.5731.00 No1.00 68 10.79 0.62 0.18 0.44 0.98 0.574 0.574 1.00 0.5741.00 No1.00 69 10.86 0.62 0.18 0.44 0.98 0.575 0.575 1.00 0.5751.00 No1.00 70 10.93 0.63 0.19 0.44 0.98 0.576 0.576 1.00 0.5761.00 No1.00 71 11.00 0.63 0.19 0.45 0.98 0.577 0.578 1.00 0.5781.00 No1.00 72 11.07 0.64 0.19 0.45 0.98 0.579 0.579 1.00 0.5791.00 No1.00 73 11.14 0.64 0.19 0.45 0.98 0.580 0.580 1.00 0.5801.00 No1.00 74 11.21 0.64 0.19 0.45 0.98 0.581 0.581 1.00 0.5811.00 No1.00 75 11.28 0.65 0.20 0.45 0.98 0.582 0.582 1.00 0.5821.00 No1.00 76 11.35 0.65 0.20 0.45 0.98 0.583 0.583 1.00 0.5831.00 No1.00 77 11.42 0.66 0.20 0.46 0.98 0.584 0.584 1.00 0.5841.00 No1.00 78 11.49 0.66 0.20 0.46 0.98 0.585 0.586 1.00 0.5861.00 No1.00 79 11.56 0.66 0.20 0.46 0.98 0.586 0.587 1.00 0.5871.00 No1.00 80 11.63 0.67 0.21 0.46 0.98 0.588 0.588 1.00 0.5881.00 No1.00 81 11.70 0.67 0.21 0.46 0.98 0.589 0.589 1.00 0.5891.00 No1.00 82 11.77 0.68 0.21 0.47 0.98 0.590 0.590 1.00 0.5901.00 No1.00 83 11.84 0.68 0.21 0.47 0.98 0.591 0.591 1.00 0.5911.00 No1.00 84 11.91 0.69 0.22 0.47 0.98 0.592 0.592 1.00 0.5921.00 No1.00 85 11.98 0.69 0.22 0.47 0.97 0.593 0.593 1.00 0.5931.00 No1.00 86 12.05 0.69 0.22 0.47 0.97 0.594 0.594 1.00 0.5941.00 No1.00 87 12.12 0.70 0.22 0.48 0.97 0.595 0.595 1.00 0.5951.00 No1.00 88 12.19 0.70 0.22 0.48 0.97 0.596 0.596 1.00 0.5961.00 No1.00 89 12.26 0.71 0.23 0.48 0.97 0.597 0.597 1.00 0.5971.00 No1.00 90 12.33 0.71 0.23 0.48 0.97 0.598 0.598 1.00 0.5981.00 No1.00 91 12.40 0.71 0.23 0.48 0.97 0.599 0.599 1.00 0.5991.00 No1.00 92 12.47 0.72 0.23 0.49 0.97 0.600 0.600 1.00 0.6001.00 No1.00 93 12.54 0.72 0.24 0.49 0.97 0.601 0.601 1.00 0.6011.00 No1.00 94 12.61 0.73 0.24 0.49 0.97 0.601 0.602 1.00 0.6021.00 No1.00 95 12.68 0.73 0.24 0.49 0.97 0.602 0.603 1.00 0.6031.00 No1.00 96 12.75 0.74 0.24 0.49 0.97 0.603 0.603 1.00 0.6031.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 97 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 97 12.82 0.74 0.24 0.50 0.97 0.604 0.604 1.00 0.6041.00 No1.00 98 12.89 0.74 0.25 0.50 0.97 0.605 0.605 1.00 0.6051.00 No1.00 99 12.96 0.75 0.25 0.50 0.97 0.606 0.606 1.00 0.6061.00 No1.00 100 13.03 0.75 0.25 0.50 0.97 0.607 0.607 1.00 0.6071.00 No1.00 101 13.10 0.76 0.25 0.50 0.97 0.608 0.608 1.00 0.6081.00 No1.00 102 13.17 0.76 0.25 0.51 0.97 0.608 0.609 1.00 0.6091.00 No1.00 103 13.24 0.76 0.26 0.51 0.97 0.609 0.609 1.00 0.6091.00 No1.00 104 13.31 0.77 0.26 0.51 0.97 0.610 0.610 1.00 0.6101.00 No1.00 105 13.38 0.77 0.26 0.51 0.97 0.611 0.611 1.00 0.6111.00 No1.00 106 13.45 0.78 0.26 0.51 0.97 0.612 0.612 1.00 0.6121.00 No1.00 107 13.52 0.78 0.27 0.52 0.97 0.612 0.613 1.00 0.6131.00 No1.00 108 13.59 0.79 0.27 0.52 0.97 0.613 0.613 1.00 0.6131.00 No1.00 109 13.66 0.79 0.27 0.52 0.97 0.614 0.614 1.00 0.6141.00 No1.00 110 13.73 0.80 0.27 0.52 0.97 0.614 0.615 1.00 0.6151.00 No1.00 111 13.80 0.80 0.27 0.53 0.97 0.615 0.615 1.00 0.6151.00 No1.00 112 13.87 0.80 0.28 0.53 0.97 0.616 0.616 1.00 0.6161.00 No1.00 113 13.94 0.81 0.28 0.53 0.97 0.617 0.617 1.00 0.6171.00 No1.00 114 14.01 0.81 0.28 0.53 0.97 0.617 0.617 1.00 0.6171.00 No1.00 115 14.08 0.82 0.28 0.53 0.97 0.618 0.618 1.00 0.6181.00 No1.00 116 14.15 0.82 0.29 0.54 0.97 0.619 0.619 1.00 0.6191.00 No1.00 117 14.22 0.83 0.29 0.54 0.97 0.619 0.620 1.00 0.6201.00 No1.00 118 14.29 0.83 0.29 0.54 0.97 0.620 0.620 1.00 0.6201.00 No1.00 119 14.36 0.83 0.29 0.54 0.97 0.621 0.621 1.00 0.6211.00 No1.00 120 14.43 0.84 0.29 0.54 0.97 0.622 0.622 1.00 0.6221.00 No1.00 121 14.50 0.84 0.30 0.55 0.97 0.622 0.623 1.00 0.6231.00 No1.00 122 14.57 0.85 0.30 0.55 0.97 0.623 0.623 1.00 0.6231.00 No1.00 123 14.64 0.85 0.30 0.55 0.97 0.624 0.624 1.00 0.6241.00 No1.00 124 14.71 0.85 0.30 0.55 0.97 0.625 0.625 1.00 0.6251.00 No1.00 125 14.78 0.86 0.31 0.55 0.97 0.625 0.625 1.00 0.6251.00 No1.00 126 14.85 0.86 0.31 0.56 0.97 0.626 0.626 1.00 0.6261.00 No1.00 127 14.92 0.87 0.31 0.56 0.97 0.627 0.627 1.00 0.6271.00 No1.00 128 14.99 0.87 0.31 0.56 0.97 0.627 0.628 1.00 0.6281.00 No1.00 129 15.06 0.88 0.31 0.56 0.97 0.628 0.628 1.00 0.6281.00 No1.00 130 15.13 0.88 0.32 0.56 0.97 0.629 0.629 1.00 0.6291.00 No1.00 131 15.20 0.88 0.32 0.57 0.97 0.629 0.629 1.00 0.6291.00 No1.00 132 15.27 0.89 0.32 0.57 0.97 0.630 0.630 1.00 0.6301.00 No1.00 133 15.34 0.89 0.32 0.57 0.97 0.630 0.631 1.00 0.6311.00 No1.00 134 15.41 0.90 0.32 0.57 0.97 0.631 0.631 1.00 0.6311.00 No1.00 135 15.48 0.90 0.33 0.57 0.97 0.631 0.632 1.00 0.6321.00 No1.00 136 15.55 0.91 0.33 0.58 0.97 0.632 0.632 1.00 0.6321.00 No1.00 137 15.62 0.91 0.33 0.58 0.97 0.633 0.633 1.00 0.6331.00 No1.00 138 15.69 0.91 0.33 0.58 0.97 0.633 0.633 1.00 0.6331.00 No1.00 139 15.76 0.92 0.34 0.58 0.97 0.634 0.634 1.00 0.6341.00 No1.00 140 15.83 0.92 0.34 0.59 0.97 0.634 0.635 1.00 0.6351.00 No1.00 141 15.90 0.93 0.34 0.59 0.97 0.635 0.635 1.00 0.6351.00 No1.00 142 15.97 0.93 0.34 0.59 0.97 0.635 0.636 1.00 0.6361.00 No1.00 143 16.04 0.94 0.34 0.59 0.97 0.636 0.636 1.00 0.6361.00 No1.00 144 16.11 0.94 0.35 0.59 0.97 0.636 0.637 1.00 0.6371.00 No1.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 98 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Stress Ratio fully adjusted (CSR*) calculation data :: (continued) Point ID σv(tsf)Depth (ft) CSRrdu0(tsf)σv'(tsf)MSF CSReq Kσ CSR*Belongs to transition User FS 145 16.18 0.95 0.35 0.60 0.97 0.637 0.637 1.00 0.6371.00 No1.00 146 16.25 0.95 0.35 0.60 0.97 0.637 0.638 1.00 0.6381.00 No1.00 147 16.32 0.95 0.35 0.60 0.97 0.638 0.638 1.00 0.6381.00 No1.00 148 16.39 0.96 0.36 0.60 0.97 0.638 0.639 1.00 0.6391.00 No1.00 149 16.46 0.96 0.36 0.61 0.97 0.639 0.639 1.00 0.6391.00 No1.00 150 16.53 0.97 0.36 0.61 0.97 0.639 0.639 1.00 0.6391.00 No1.00 151 16.60 0.97 0.36 0.61 0.97 0.640 0.640 1.00 0.6401.00 No1.00 152 16.67 0.98 0.36 0.61 0.96 0.640 0.640 1.00 0.6401.00 No1.00 153 16.74 0.98 0.37 0.61 0.96 0.640 0.641 1.00 0.6411.00 No1.00 154 16.81 0.99 0.37 0.62 0.96 0.641 0.641 1.00 0.6411.00 No1.00 155 16.88 0.99 0.37 0.62 0.96 0.641 0.641 1.00 0.6411.00 No1.00 156 16.95 0.99 0.37 0.62 0.96 0.642 0.642 1.00 0.6421.00 No1.00 157 17.02 1.00 0.38 0.62 0.96 0.642 0.642 1.00 0.6421.00 No1.00 158 17.09 1.00 0.38 0.63 0.96 0.642 0.643 1.00 0.6431.00 No1.00 159 17.16 1.01 0.38 0.63 0.96 0.643 0.643 1.00 0.6431.00 No1.00 160 17.23 1.01 0.38 0.63 0.96 0.643 0.643 1.00 0.6431.00 No1.00 161 17.30 1.02 0.38 0.63 0.96 0.643 0.644 1.00 0.6441.00 No1.00 162 17.37 1.02 0.39 0.64 0.96 0.644 0.644 1.00 0.6441.00 No1.00 163 17.44 1.03 0.39 0.64 0.96 0.644 0.644 1.00 0.6441.00 No1.00 164 17.51 1.03 0.39 0.64 0.96 0.645 0.645 1.00 0.6451.00 No1.00 165 17.58 1.04 0.39 0.64 0.96 0.645 0.645 1.00 0.6451.00 No1.00 166 17.65 1.04 0.39 0.65 0.96 0.645 0.646 1.00 0.6461.00 No1.00 167 17.72 1.04 0.40 0.65 0.96 0.646 0.646 1.00 0.6461.00 No1.00 168 17.79 1.05 0.40 0.65 0.96 0.646 0.646 1.00 0.6461.00 No1.00 169 17.86 1.05 0.40 0.65 0.96 0.647 0.647 1.00 0.6471.00 No1.00 170 17.93 1.06 0.40 0.65 0.96 0.647 0.647 1.00 0.6471.00 No1.00 Depth: σv:u0:σv':rd:CSR: MSF:CSReq: Kσ: CSR*: Depth from free surface, at which CPT was performed (ft)Total overburden pressure at test point (tsf)Water pressure at test point (tsf)Effective overburden pressure based on GWT during earthquake (tsf)Nonlinear shear mass factorCyclic Stress RatioMagnitude Scaling FactorCSR adjusted for M=7.5Effective overburden stress factorCSR fully adjusted Abbreviations CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 99 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Resistance Ratio (CRR) calculation data :: Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 1 1.28 3.42 1.22 1.00 2.05 18.56 38.11 3.600 No Yes6.10 2.00 2 1.98 3.20 0.95 1.00 3.18 12.75 40.50 3.600 No Yes6.17 2.00 3 3.11 2.99 0.79 1.00 4.98 8.60 42.88 3.600 No Yes6.24 2.00 4 4.19 2.87 0.79 0.87 6.70 6.77 45.40 3.600 No Yes6.31 2.00 5 4.77 2.85 0.97 0.86 7.64 6.56 50.10 3.600 No Yes6.38 2.00 6 5.58 2.81 1.07 0.85 8.92 6.02 53.69 3.600 No Yes6.45 2.00 7 6.88 2.72 1.02 0.82 11.02 4.94 54.43 3.600 No Yes6.52 2.00 8 8.94 2.58 0.84 0.78 14.32 3.59 51.41 0.093 No No6.59 0.20 9 10.95 2.47 0.70 0.75 17.54 2.76 48.40 0.090 No No6.66 0.19 10 12.67 2.38 0.61 0.72 20.30 2.29 46.54 0.089 No No6.73 0.19 11 13.56 2.35 0.57 0.71 21.72 2.11 45.92 0.088 No No6.80 0.19 12 14.47 2.31 0.54 0.70 23.19 1.96 45.53 0.088 No No6.87 0.18 13 15.31 2.28 0.51 0.69 24.52 1.85 45.33 0.088 No No6.94 0.18 14 16.63 2.23 0.48 0.68 26.64 1.00 26.64 0.072 No No7.01 0.15 15 17.62 2.21 0.46 0.67 28.22 1.00 28.22 0.074 No No7.08 0.15 16 18.45 2.19 0.46 0.66 29.56 1.00 29.56 0.075 No No7.15 0.15 17 19.24 2.17 0.47 0.66 30.82 1.00 30.82 0.076 No No7.22 0.16 18 19.88 2.16 0.47 0.66 31.84 1.00 31.84 0.077 No No7.29 0.16 19 20.38 2.15 0.48 0.65 32.64 1.00 32.64 0.077 No No7.36 0.16 20 20.87 2.15 0.49 0.65 33.42 1.00 33.42 0.078 No No7.43 0.16 21 21.48 2.14 0.51 0.65 34.40 1.49 51.28 0.093 No No7.50 0.19 22 22.07 2.14 0.53 0.65 35.34 1.49 52.50 0.093 No No7.57 0.19 23 22.49 2.14 0.56 0.65 36.01 1.49 53.72 0.094 No No7.64 0.19 24 22.70 2.16 0.60 0.65 36.33 1.51 55.02 0.095 No No7.71 0.19 25 22.88 2.17 0.65 0.66 36.62 1.54 56.34 0.097 No No7.78 0.19 26 23.21 2.17 0.69 0.66 37.14 1.55 57.70 0.098 No No7.85 0.19 27 23.51 2.18 0.72 0.66 37.63 1.56 58.78 0.099 No No7.92 0.19 28 23.82 2.17 0.72 0.66 38.11 1.55 59.17 0.099 No No7.99 0.19 29 23.92 2.16 0.69 0.66 38.27 1.53 58.59 0.099 No No8.06 0.19 30 24.14 2.14 0.64 0.65 38.61 1.49 57.64 0.098 No No8.13 0.19 31 24.48 2.12 0.59 0.64 39.15 1.45 56.96 0.097 No No8.20 0.19 32 25.14 2.10 0.55 0.64 40.21 1.42 56.98 0.097 No No8.27 0.19 33 25.87 2.08 0.52 0.63 41.37 1.39 57.44 0.098 No No8.34 0.19 34 26.55 2.06 0.51 0.63 42.46 1.37 58.20 0.098 No No8.41 0.19 35 27.06 2.06 0.51 0.62 43.28 1.36 58.93 0.099 No No8.48 0.19 36 27.40 2.05 0.51 0.62 43.82 1.36 59.45 0.100 No No8.55 0.19 37 27.86 2.04 0.51 0.62 44.55 1.35 60.05 0.100 No No8.62 0.19 38 28.14 2.04 0.51 0.62 45.00 1.34 60.51 0.101 No No8.69 0.19 39 28.33 2.04 0.52 0.62 45.29 1.35 61.00 0.101 No No8.76 0.19 40 28.12 2.05 0.54 0.62 44.96 1.36 61.07 0.101 No No8.83 0.19 41 27.79 2.07 0.57 0.63 44.41 1.37 61.01 0.101 No No8.90 0.19 42 27.42 2.08 0.59 0.63 43.82 1.39 61.01 0.101 No No8.97 0.19 43 27.07 2.10 0.63 0.64 43.25 1.42 61.19 0.101 No No9.04 0.19 44 26.81 2.11 0.66 0.64 42.83 1.44 61.58 0.102 No No9.11 0.19 45 26.52 2.12 0.68 0.64 42.36 1.45 61.55 0.102 No No9.18 0.19 46 26.12 2.13 0.67 0.65 41.71 1.46 60.83 0.101 No No9.25 0.19 47 25.60 2.12 0.64 0.65 40.87 1.46 59.52 0.100 No No9.32 0.18 48 25.20 2.12 0.61 0.64 40.21 1.45 58.22 0.098 No No9.39 0.18 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 100 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 49 25.07 2.11 0.57 0.64 40.00 1.43 57.30 0.097 No No9.46 0.18 50 25.10 2.10 0.54 0.64 40.04 1.42 56.68 0.097 No No9.53 0.18 51 25.07 2.09 0.52 0.63 39.98 1.40 56.13 0.096 No No9.60 0.18 52 24.73 2.09 0.51 0.64 39.43 1.41 55.41 0.096 No No9.67 0.17 53 24.56 2.09 0.51 0.64 39.15 1.41 55.17 0.096 No No9.74 0.17 54 24.53 2.10 0.53 0.64 39.11 1.42 55.61 0.096 No No9.81 0.17 55 24.92 2.11 0.58 0.64 39.73 1.44 57.15 0.097 No No9.88 0.18 56 25.33 2.13 0.66 0.65 40.38 1.47 59.50 0.100 No No9.95 0.18 57 26.04 2.15 0.74 0.65 41.51 1.50 62.25 0.102 No No10.02 0.18 58 27.05 2.15 0.81 0.65 43.13 1.51 65.16 0.106 No No10.09 0.19 59 28.24 2.15 0.84 0.65 45.04 1.50 67.43 0.109 No No10.16 0.19 60 29.95 2.13 0.84 0.65 47.78 1.46 69.69 0.111 No No10.23 0.20 61 31.71 2.10 0.82 0.64 50.59 1.42 71.72 0.114 No No10.30 0.20 62 33.23 2.08 0.81 0.63 53.02 1.39 73.59 0.117 No No10.37 0.21 63 33.85 2.07 0.81 0.63 54.01 1.38 74.57 0.119 No No10.44 0.21 64 34.80 2.06 0.81 0.63 55.55 1.37 76.06 0.121 No No10.51 0.21 65 37.10 2.04 0.81 0.62 59.22 1.34 79.49 0.127 No No10.58 0.22 66 41.08 2.00 0.79 0.61 65.61 1.30 85.55 0.138 No No10.65 0.24 67 46.32 1.94 0.76 0.59 74.03 1.26 93.62 0.156 No No10.72 0.27 68 52.88 1.87 0.70 0.57 84.57 1.22 103.14 0.182 No No10.79 0.32 69 59.67 1.82 0.66 0.55 95.47 1.17 111.65 0.209 No No10.86 0.36 70 65.63 1.78 0.65 0.54 105.04 1.13 118.51 0.235 No No10.93 0.41 71 69.65 1.77 0.67 0.54 111.49 1.11 123.81 0.257 No No11.00 0.44 72 72.37 1.76 0.68 0.53 115.86 1.10 126.87 0.270 No No11.07 0.47 73 74.50 1.74 0.67 0.53 119.27 1.07 127.53 0.273 No No11.14 0.47 74 76.81 1.72 0.64 0.52 122.97 1.03 126.73 0.269 No No11.21 0.46 75 80.91 1.69 0.62 0.52 129.55 1.00 129.55 0.282 No No11.28 0.48 76 85.89 1.66 0.60 0.51 137.55 1.00 137.55 0.322 No No11.35 0.55 77 91.57 1.63 0.58 0.50 146.67 1.00 146.67 0.373 No No11.42 0.64 78 95.89 1.62 0.58 0.50 153.60 1.00 153.60 0.417 No No11.49 0.71 79 99.60 1.60 0.58 0.50 159.56 1.00 159.56 0.458 No No11.56 0.78 80 102.28 1.60 0.59 0.50 163.85 1.00 163.85 0.489 No No11.63 0.83 81 104.29 1.60 0.60 0.50 167.08 1.00 167.08 0.514 No No11.70 0.87 82 105.35 1.60 0.61 0.50 168.77 1.00 168.77 0.527 No No11.77 0.89 83 105.74 1.60 0.61 0.50 169.39 1.00 169.39 0.532 No No11.84 0.90 84 106.06 1.60 0.62 0.50 169.91 1.00 169.91 0.536 No No11.91 0.91 85 106.94 1.60 0.61 0.50 171.31 1.00 171.31 0.548 No No11.98 0.92 86 108.21 1.59 0.61 0.50 173.34 1.00 173.34 0.564 No No12.05 0.95 87 108.91 1.58 0.59 0.50 174.46 1.00 174.46 0.574 No No12.12 0.96 88 109.27 1.57 0.57 0.50 175.03 1.00 175.03 0.579 No No12.19 0.97 89 109.49 1.56 0.56 0.50 175.38 1.00 175.38 0.582 No No12.26 0.97 90 110.70 1.55 0.54 0.50 177.31 1.00 177.31 0.598 No No12.33 1.00 91 112.03 1.54 0.53 0.50 179.45 1.00 179.45 0.617 No No12.40 1.03 92 113.70 1.53 0.53 0.50 182.12 1.00 182.12 0.642 No No12.47 1.07 93 115.67 1.53 0.53 0.50 185.27 1.00 185.27 0.671 No No12.54 1.12 94 118.60 1.52 0.53 0.50 189.99 1.00 189.99 0.718 No No12.61 1.19 95 122.62 1.51 0.53 0.50 196.43 1.00 196.43 0.785 No No12.68 1.30 96 127.50 1.50 0.53 0.50 204.27 1.00 204.27 4.000 No No12.75 2.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 101 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 97 133.43 1.48 0.53 0.50 213.79 1.00 213.79 4.000 No No12.82 2.00 98 140.63 1.45 0.51 0.50 225.35 1.00 225.35 4.000 No No12.89 2.00 99 148.39 1.43 0.50 0.50 237.81 1.00 237.81 4.000 No No12.96 2.00 100 156.87 1.40 0.48 0.50 251.42 1.00 251.42 4.000 No No13.03 2.00 101 165.86 1.37 0.47 0.50 265.87 1.00 265.87 4.000 No No13.10 2.00 102 174.50 1.36 0.47 0.50 279.74 1.00 279.74 4.000 No No13.17 2.00 103 182.53 1.35 0.48 0.50 292.63 1.00 292.63 4.000 No No13.24 2.00 104 189.58 1.35 0.50 0.50 303.95 1.00 303.95 4.000 No No13.31 2.00 105 196.61 1.35 0.52 0.50 315.24 1.00 315.24 4.000 No No13.38 2.00 106 203.33 1.36 0.55 0.50 326.03 1.00 326.03 4.000 No No13.45 2.00 107 209.64 1.36 0.58 0.50 336.16 1.00 336.16 4.000 No No13.52 2.00 108 215.25 1.37 0.60 0.50 345.16 1.00 345.16 4.000 No No13.59 2.00 109 219.84 1.37 0.62 0.50 352.54 1.00 352.54 4.000 No No13.66 2.00 110 222.96 1.37 0.63 0.50 357.53 1.00 357.53 4.000 No No13.73 2.00 111 225.09 1.36 0.61 0.50 360.96 1.00 360.96 4.000 No No13.80 2.00 112 226.10 1.34 0.58 0.50 362.58 1.00 362.58 4.000 No No13.87 2.00 113 226.09 1.32 0.54 0.50 362.54 1.00 362.54 4.000 No No13.94 2.00 114 224.24 1.29 0.49 0.50 359.57 1.00 359.57 4.000 No No14.01 2.00 115 221.47 1.27 0.45 0.50 355.11 1.00 355.11 4.000 No No14.08 2.00 116 217.24 1.24 0.40 0.50 348.30 1.00 348.30 4.000 No No14.15 2.00 117 214.29 1.20 0.35 0.50 343.56 1.00 343.56 4.000 No No14.22 2.00 118 210.97 1.18 0.31 0.50 338.22 1.00 338.22 4.000 No No14.29 2.00 119 207.70 1.16 0.28 0.50 332.97 1.00 332.97 4.000 No No14.36 2.00 120 203.99 1.15 0.26 0.50 327.00 1.00 327.00 4.000 No No14.43 2.00 121 200.70 1.14 0.24 0.50 321.71 1.00 321.71 4.000 No No14.50 2.00 122 199.50 1.13 0.23 0.50 319.77 1.00 319.77 4.000 No No14.57 2.00 123 200.60 1.11 0.22 0.50 321.54 1.00 321.54 4.000 No No14.64 2.00 124 204.09 1.10 0.21 0.50 327.13 1.00 327.13 4.000 No No14.71 2.00 125 210.68 1.09 0.22 0.50 337.71 1.00 337.71 4.000 No No14.78 2.00 126 218.31 1.10 0.23 0.50 349.12 1.00 349.12 4.000 No No14.85 2.00 127 224.52 1.11 0.25 0.50 358.10 1.00 358.10 4.000 No No14.92 2.00 128 226.50 1.14 0.29 0.50 360.26 1.00 360.26 4.000 No No14.99 2.00 129 226.33 1.18 0.34 0.50 358.99 1.00 358.99 4.000 No No15.06 2.00 130 226.24 1.23 0.39 0.50 357.82 1.00 357.82 4.000 No No15.13 2.00 131 226.83 1.26 0.45 0.50 357.74 1.00 357.74 4.000 No No15.20 2.00 132 226.72 1.29 0.49 0.50 356.54 1.00 356.54 4.000 No No15.27 2.00 133 226.04 1.31 0.51 0.50 354.45 1.00 354.45 4.000 No No15.34 2.00 134 225.48 1.31 0.52 0.50 352.56 1.00 352.56 4.000 No No15.41 2.00 135 225.30 1.31 0.51 0.50 351.29 1.00 351.29 4.000 No No15.48 2.00 136 225.84 1.29 0.48 0.50 351.14 1.00 351.14 4.000 No No15.55 2.00 137 226.40 1.27 0.45 0.50 351.04 1.00 351.04 4.000 No No15.62 2.00 138 227.07 1.26 0.44 0.50 351.12 1.00 351.12 4.000 No No15.69 2.00 139 227.43 1.26 0.44 0.50 350.73 1.00 350.73 4.000 No No15.76 2.00 140 228.24 1.27 0.45 0.50 351.02 1.00 351.02 4.000 No No15.83 2.00 141 228.91 1.28 0.46 0.50 351.09 1.00 351.09 4.000 No No15.90 2.00 142 229.75 1.29 0.48 0.50 351.43 1.00 351.43 4.000 No No15.97 2.00 143 231.19 1.30 0.50 0.50 352.68 1.00 352.68 4.000 No No16.04 2.00 144 233.38 1.32 0.53 0.50 355.06 1.00 355.06 4.000 No No16.11 2.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 102 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Cyclic Resistance Ratio (CRR) calculation data :: (continued) Point ID Icqt(tsf) KcQtnFr (%) n Qtn,cs CRR7.5 Belongs to trans. layer Clay-like behaviour Depth (ft) FS 145 236.95 1.33 0.55 0.50 359.52 1.00 359.52 4.000 No No16.18 2.00 146 241.74 1.33 0.57 0.50 365.80 1.00 365.80 4.000 No No16.25 2.00 147 247.89 1.33 0.58 0.50 374.11 1.00 374.11 4.000 No No16.32 2.00 148 254.26 1.33 0.59 0.50 382.70 1.00 382.70 4.000 No No16.39 2.00 149 260.37 1.34 0.62 0.50 390.83 1.00 390.83 4.000 No No16.46 2.00 150 265.76 1.36 0.66 0.50 397.84 1.00 397.84 4.000 No No16.53 2.00 151 270.57 1.38 0.71 0.50 403.94 1.00 403.94 4.000 No No16.60 2.00 152 274.63 1.40 0.77 0.50 408.87 1.00 408.87 4.000 No No16.67 2.00 153 277.79 1.42 0.83 0.50 412.43 1.00 412.43 4.000 No No16.74 2.00 154 280.07 1.44 0.88 0.50 414.66 1.00 414.66 4.000 No No16.81 2.00 155 281.53 1.46 0.91 0.50 415.67 1.00 415.67 4.000 No No16.88 2.00 156 282.98 1.46 0.93 0.50 416.65 1.00 416.65 4.000 No No16.95 2.00 157 284.29 1.46 0.92 0.50 417.41 1.00 417.41 4.000 No No17.02 2.00 158 285.26 1.44 0.88 0.50 417.70 1.00 417.70 4.000 No No17.09 2.00 159 285.28 1.42 0.83 0.50 416.58 1.00 416.58 4.000 No No17.16 2.00 160 284.46 1.41 0.81 0.50 414.27 1.00 414.27 4.000 No No17.23 2.00 161 283.49 1.41 0.81 0.50 411.75 1.00 411.75 4.000 No No17.30 2.00 162 282.40 1.42 0.81 0.50 409.07 1.00 409.07 4.000 No No17.37 2.00 163 282.93 1.41 0.80 0.50 408.76 1.00 408.76 4.000 No No17.44 2.00 164 286.59 1.38 0.72 0.50 412.98 1.00 412.98 4.000 No No17.51 2.00 165 291.63 1.28 0.55 0.50 419.20 1.00 419.20 4.000 No No17.58 2.00 166 297.50 1.17 0.39 0.50 426.62 1.00 426.62 4.000 No No17.65 2.00 167 302.14 1.08 0.29 0.50 432.28 1.00 432.28 4.000 No No17.72 2.00 168 294.90 1.10 0.30 0.50 420.91 1.00 420.91 4.000 No No17.79 2.00 169 268.16 1.17 0.35 0.50 381.77 1.00 381.77 4.000 No No17.86 2.00 170 239.66 1.25 0.40 0.50 340.30 1.00 340.30 4.000 No No17.93 2.00 Abbreviations Depth: qt:Ic: Fr: n:Qtn:Kc:Qtn,cs: CRR7.5:FS: Depth from free surface, at which CPT was performed (ft) Total cone resistanceSoil behavior type index Normalized friction ratio (%) Stress exponentNormalized cone resistanceCone resistance correction factor due to finesNormalized and adjusted cone resistance Cyclic resistance ratio for Mw=7.5Factor of safety against soil liquefaction CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 103 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Liquefaction Potential Index calculation data :: Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 6.10 2.00 0.00 0.00 0.07 0.00 6.17 2.00 0.00 0.00 0.07 0.00 6.24 2.00 0.00 0.00 0.07 0.00 6.31 2.00 0.00 0.00 0.07 0.00 6.38 2.00 0.00 0.00 0.07 0.00 6.45 2.00 0.00 0.00 0.07 0.00 6.52 2.00 0.00 0.00 0.07 0.00 6.59 0.20 0.80 0.28 0.07 0.15 6.66 0.19 0.81 0.27 0.07 0.15 6.73 0.19 0.81 0.27 0.07 0.16 6.80 0.19 0.81 0.27 0.07 0.16 6.87 0.18 0.82 0.27 0.07 0.16 6.94 0.18 0.82 0.27 0.07 0.16 7.01 0.15 0.85 0.26 0.07 0.16 7.08 0.15 0.85 0.26 0.07 0.16 7.15 0.15 0.85 0.26 0.07 0.16 7.22 0.16 0.84 0.26 0.07 0.16 7.29 0.16 0.84 0.26 0.07 0.16 7.36 0.16 0.84 0.26 0.07 0.16 7.43 0.16 0.84 0.26 0.07 0.16 7.50 0.19 0.81 0.27 0.07 0.15 7.57 0.19 0.81 0.27 0.07 0.15 7.64 0.19 0.81 0.27 0.07 0.15 7.71 0.19 0.81 0.27 0.07 0.15 7.78 0.19 0.81 0.27 0.07 0.15 7.85 0.19 0.81 0.27 0.07 0.15 7.92 0.19 0.81 0.27 0.07 0.15 7.99 0.19 0.81 0.27 0.07 0.15 8.06 0.19 0.81 0.27 0.07 0.15 8.13 0.19 0.81 0.27 0.07 0.15 8.20 0.19 0.81 0.27 0.07 0.15 8.27 0.19 0.81 0.27 0.07 0.15 8.34 0.19 0.81 0.27 0.07 0.15 8.41 0.19 0.81 0.27 0.07 0.15 8.48 0.19 0.81 0.27 0.07 0.15 8.55 0.19 0.81 0.27 0.07 0.15 8.62 0.19 0.81 0.27 0.07 0.15 8.69 0.19 0.81 0.27 0.07 0.15 8.76 0.19 0.81 0.27 0.07 0.15 8.83 0.19 0.81 0.27 0.07 0.15 8.90 0.19 0.81 0.27 0.07 0.15 8.97 0.19 0.81 0.27 0.07 0.15 9.04 0.19 0.81 0.27 0.07 0.15 9.11 0.19 0.81 0.27 0.07 0.15 9.18 0.19 0.81 0.27 0.07 0.15 9.25 0.19 0.81 0.27 0.07 0.15 9.32 0.18 0.82 0.27 0.07 0.15 9.39 0.18 0.82 0.27 0.07 0.15 9.46 0.18 0.82 0.27 0.07 0.15 9.53 0.18 0.82 0.27 0.07 0.15 9.60 0.18 0.82 0.27 0.07 0.15 9.67 0.17 0.83 0.27 0.07 0.15 9.74 0.17 0.83 0.27 0.07 0.15 9.81 0.17 0.83 0.27 0.07 0.15 9.88 0.18 0.82 0.27 0.07 0.15 9.95 0.18 0.82 0.27 0.07 0.15 10.02 0.18 0.82 0.27 0.07 0.15 10.09 0.19 0.81 0.27 0.07 0.15 10.16 0.19 0.81 0.27 0.07 0.15 10.23 0.20 0.80 0.28 0.07 0.14 10.30 0.20 0.80 0.28 0.07 0.14 10.37 0.21 0.79 0.28 0.07 0.14 10.44 0.21 0.79 0.28 0.07 0.14 10.51 0.21 0.79 0.28 0.07 0.14 10.58 0.22 0.78 0.29 0.07 0.14 10.65 0.24 0.76 0.29 0.07 0.14 10.72 0.27 0.73 0.31 0.07 0.13 10.79 0.32 0.68 0.33 0.07 0.12 10.86 0.36 0.64 0.36 0.07 0.11 10.93 0.41 0.59 0.39 0.07 0.11 11.00 0.44 0.56 0.42 0.07 0.10 11.07 0.47 0.53 0.44 0.07 0.09 11.14 0.47 0.53 0.45 0.07 0.09 11.21 0.46 0.54 0.44 0.07 0.09 11.28 0.48 0.52 0.46 0.07 0.09 11.35 0.55 0.45 0.55 0.07 0.08 11.42 0.64 0.36 0.72 0.07 0.06 11.49 0.71 0.29 0.97 0.07 0.05 11.56 0.78 0.22 1.44 0.07 0.04 11.63 0.83 0.00 0.00 0.07 0.03 11.70 0.87 0.00 0.00 0.07 0.02 11.77 0.89 0.00 0.00 0.07 0.02 11.84 0.90 0.00 0.00 0.07 0.02 11.91 0.91 0.00 0.00 0.07 0.02 11.98 0.92 0.00 0.00 0.07 0.01 12.05 0.95 0.00 0.00 0.07 0.01 12.12 0.96 0.00 0.00 0.07 0.01 12.19 0.97 0.00 0.00 0.07 0.01 12.26 0.97 0.00 0.00 0.07 0.00 12.33 1.00 0.00 0.00 0.07 0.00 12.40 1.03 0.00 0.00 0.07 0.00 12.47 1.07 0.00 0.00 0.07 0.00 12.54 1.12 0.00 0.00 0.07 0.00 12.61 1.19 0.00 0.00 0.07 0.00 12.68 1.30 0.00 0.00 0.07 0.00 12.75 2.00 0.00 0.00 0.07 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 104 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Liquefaction Potential Index calculation data :: (continued) Depth (ft) FLFS LPIwzdz Depth(ft)FLFS LPIwzdz 12.82 2.00 0.00 0.00 0.07 0.00 12.89 2.00 0.00 0.00 0.07 0.00 12.96 2.00 0.00 0.00 0.07 0.00 13.03 2.00 0.00 0.00 0.07 0.00 13.10 2.00 0.00 0.00 0.07 0.00 13.17 2.00 0.00 0.00 0.07 0.00 13.24 2.00 0.00 0.00 0.07 0.00 13.31 2.00 0.00 0.00 0.07 0.00 13.38 2.00 0.00 0.00 0.07 0.00 13.45 2.00 0.00 0.00 0.07 0.00 13.52 2.00 0.00 0.00 0.07 0.00 13.59 2.00 0.00 0.00 0.07 0.00 13.66 2.00 0.00 0.00 0.07 0.00 13.73 2.00 0.00 0.00 0.07 0.00 13.80 2.00 0.00 0.00 0.07 0.00 13.87 2.00 0.00 0.00 0.07 0.00 13.94 2.00 0.00 0.00 0.07 0.00 14.01 2.00 0.00 0.00 0.07 0.00 14.08 2.00 0.00 0.00 0.07 0.00 14.15 2.00 0.00 0.00 0.07 0.00 14.22 2.00 0.00 0.00 0.07 0.00 14.29 2.00 0.00 0.00 0.07 0.00 14.36 2.00 0.00 0.00 0.07 0.00 14.43 2.00 0.00 0.00 0.07 0.00 14.50 2.00 0.00 0.00 0.07 0.00 14.57 2.00 0.00 0.00 0.07 0.00 14.64 2.00 0.00 0.00 0.07 0.00 14.71 2.00 0.00 0.00 0.07 0.00 14.78 2.00 0.00 0.00 0.07 0.00 14.85 2.00 0.00 0.00 0.07 0.00 14.92 2.00 0.00 0.00 0.07 0.00 14.99 2.00 0.00 0.00 0.07 0.00 15.06 2.00 0.00 0.00 0.07 0.00 15.13 2.00 0.00 0.00 0.07 0.00 15.20 2.00 0.00 0.00 0.07 0.00 15.27 2.00 0.00 0.00 0.07 0.00 15.34 2.00 0.00 0.00 0.07 0.00 15.41 2.00 0.00 0.00 0.07 0.00 15.48 2.00 0.00 0.00 0.07 0.00 15.55 2.00 0.00 0.00 0.07 0.00 15.62 2.00 0.00 0.00 0.07 0.00 15.69 2.00 0.00 0.00 0.07 0.00 15.76 2.00 0.00 0.00 0.07 0.00 15.83 2.00 0.00 0.00 0.07 0.00 15.90 2.00 0.00 0.00 0.07 0.00 15.97 2.00 0.00 0.00 0.07 0.00 16.04 2.00 0.00 0.00 0.07 0.00 16.11 2.00 0.00 0.00 0.07 0.00 16.18 2.00 0.00 0.00 0.07 0.00 16.25 2.00 0.00 0.00 0.07 0.00 16.32 2.00 0.00 0.00 0.07 0.00 16.39 2.00 0.00 0.00 0.07 0.00 16.46 2.00 0.00 0.00 0.07 0.00 16.53 2.00 0.00 0.00 0.07 0.00 16.60 2.00 0.00 0.00 0.07 0.00 16.67 2.00 0.00 0.00 0.07 0.00 16.74 2.00 0.00 0.00 0.07 0.00 16.81 2.00 0.00 0.00 0.07 0.00 16.88 2.00 0.00 0.00 0.07 0.00 16.95 2.00 0.00 0.00 0.07 0.00 17.02 2.00 0.00 0.00 0.07 0.00 17.09 2.00 0.00 0.00 0.07 0.00 17.16 2.00 0.00 0.00 0.07 0.00 17.23 2.00 0.00 0.00 0.07 0.00 17.30 2.00 0.00 0.00 0.07 0.00 17.37 2.00 0.00 0.00 0.07 0.00 17.44 2.00 0.00 0.00 0.07 0.00 17.51 2.00 0.00 0.00 0.07 0.00 17.58 2.00 0.00 0.00 0.07 0.00 17.65 2.00 0.00 0.00 0.07 0.00 17.72 2.00 0.00 0.00 0.07 0.00 17.79 2.00 0.00 0.00 0.07 0.00 17.86 2.00 0.00 0.00 0.07 0.00 17.93 2.00 0.00 0.00 0.07 0.00 Abbreviations Overall liquefaction potential: 10.22 LPI = 0.00 - Liquefaction risk very low LPI between 0.00 and 5.00 - Liquefaction risk low LPI between 5.00 and 15.00 - Liquefaction risk high LPI > 15.00 - Liquefaction risk very high FS: FL:wz:dz: LPI: Calculated factor of safety for test point 1 - FS Function value of the extend of soil liquefaction according to depth Layer thickness (ft) Liquefaction potential index value for test point CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 105 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot FS Plot FILL Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Vertical settlements FILL Settlement (in)1.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Vertical settlements Estimation of post-earthquake settlements Strain plot FILL Volumentric strain (%)6543210Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Strain plot CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 106 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq Abbreviations qt:Ic: FS: Volumentric strain: Total cone resistance (cone resistance qc corrected for pore water effects)Soil Behaviour Type Index Calculated Factor of Safety against liquefaction Post-liquefaction volumentric strain PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Post-earthquake settlement due to soil liquefaction :: Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 6.10 38.11 2.00 0.00 0.000.90 6.17 40.50 2.00 0.00 0.000.90 6.24 42.88 2.00 0.00 0.000.89 6.31 45.40 2.00 0.00 0.000.89 6.38 50.10 2.00 0.00 0.000.89 6.45 53.69 2.00 0.00 0.000.89 6.52 54.43 2.00 0.00 0.000.89 6.59 51.41 0.20 3.58 0.030.89 6.66 48.40 0.19 3.76 0.030.89 6.73 46.54 0.19 3.88 0.030.89 6.80 45.92 0.19 3.91 0.030.88 6.87 45.53 0.18 3.94 0.030.88 6.94 45.33 0.18 3.94 0.030.88 7.01 26.64 0.15 5.11 0.040.88 7.08 28.22 0.15 5.10 0.040.88 7.15 29.56 0.15 5.10 0.040.88 7.22 30.82 0.16 5.09 0.040.88 7.29 31.84 0.16 5.08 0.040.88 7.36 32.64 0.16 5.08 0.040.88 7.43 33.42 0.16 5.02 0.040.87 7.50 51.28 0.19 3.53 0.030.87 7.57 52.50 0.19 3.45 0.030.87 7.64 53.72 0.19 3.39 0.030.87 7.71 55.02 0.19 3.32 0.030.87 7.78 56.34 0.19 3.25 0.030.87 7.85 57.70 0.19 3.18 0.030.87 7.92 58.78 0.19 3.13 0.030.87 7.99 59.17 0.19 3.11 0.030.86 8.06 58.59 0.19 3.13 0.030.86 8.13 57.64 0.19 3.17 0.030.86 8.20 56.96 0.19 3.19 0.030.86 8.27 56.98 0.19 3.19 0.030.86 8.34 57.44 0.19 3.16 0.030.86 8.41 58.20 0.19 3.12 0.030.86 8.48 58.93 0.19 3.09 0.030.86 8.55 59.45 0.19 3.06 0.030.86 8.62 60.05 0.19 3.03 0.030.85 8.69 60.51 0.19 3.01 0.030.85 8.76 61.00 0.19 2.98 0.030.85 8.83 61.07 0.19 2.98 0.030.85 8.90 61.01 0.19 2.98 0.020.85 8.97 61.01 0.19 2.97 0.020.85 9.04 61.19 0.19 2.96 0.020.85 9.11 61.58 0.19 2.94 0.020.85 9.18 61.55 0.19 2.94 0.020.84 9.25 60.83 0.19 2.96 0.020.84 9.32 59.52 0.18 3.01 0.030.84 9.39 58.22 0.18 3.06 0.030.84 9.46 57.30 0.18 3.10 0.030.84 9.53 56.68 0.18 3.12 0.030.84 9.60 56.13 0.18 3.14 0.030.84 9.67 55.41 0.17 3.17 0.030.84 9.74 55.17 0.17 3.18 0.030.83 9.81 55.61 0.17 3.15 0.030.83 9.88 57.15 0.18 3.08 0.030.83 9.95 59.50 0.18 2.97 0.020.83 10.02 62.25 0.18 2.86 0.020.83 10.09 65.16 0.19 2.75 0.020.83 10.16 67.43 0.19 2.67 0.020.83 10.23 69.69 0.20 2.60 0.020.83 10.30 71.72 0.20 2.53 0.020.83 10.37 73.59 0.21 2.48 0.020.82 10.44 74.57 0.21 2.45 0.020.82 10.51 76.06 0.21 2.40 0.020.82 10.58 79.49 0.22 2.31 0.020.82 10.65 85.55 0.24 2.18 0.020.82 10.72 93.62 0.27 2.02 0.020.82 10.79 103.14 0.32 1.86 0.020.82 10.86 111.65 0.36 1.74 0.010.82 10.93 118.51 0.41 1.66 0.010.81 11.00 123.81 0.44 1.60 0.010.81 11.07 126.87 0.47 1.56 0.010.81 11.14 127.53 0.47 1.55 0.010.81 11.21 126.73 0.46 1.56 0.010.81 11.28 129.55 0.48 1.53 0.010.81 11.35 137.55 0.55 1.45 0.010.81 11.42 146.67 0.64 1.38 0.010.81 11.49 153.60 0.71 1.08 0.010.81 11.56 159.56 0.78 0.83 0.010.80 11.63 163.85 0.83 0.79 0.010.80 11.70 167.08 0.87 0.59 0.000.80 11.77 168.77 0.89 0.58 0.000.80 11.84 169.39 0.90 0.57 0.000.80 11.91 169.91 0.91 0.57 0.000.80 11.98 171.31 0.92 0.56 0.000.80 12.05 173.34 0.95 0.42 0.000.80 12.12 174.46 0.96 0.42 0.000.79 12.19 175.03 0.97 0.42 0.000.79 12.26 175.38 0.97 0.42 0.000.79 12.33 177.31 1.00 0.41 0.000.79 12.40 179.45 1.03 0.41 0.000.79 12.47 182.12 1.07 0.29 0.000.79 12.54 185.27 1.12 0.29 0.000.79 12.61 189.99 1.19 0.20 0.000.79 12.68 196.43 1.30 0.14 0.000.79 12.75 204.27 2.00 0.00 0.000.78 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 107 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Post-earthquake settlement due to soil liquefaction :: (continued) Depth (ft) FSQtn,cs ev (%)Settlement (in) Depth (ft) FSQtn,cs ev (%)Settlement (in) DF DF 12.82 213.79 2.00 0.00 0.000.78 12.89 225.35 2.00 0.00 0.000.78 12.96 237.81 2.00 0.00 0.000.78 13.03 251.42 2.00 0.00 0.000.78 13.10 265.87 2.00 0.00 0.000.78 13.17 279.74 2.00 0.00 0.000.78 13.24 292.63 2.00 0.00 0.000.78 13.31 303.95 2.00 0.00 0.000.77 13.38 315.24 2.00 0.00 0.000.77 13.45 326.03 2.00 0.00 0.000.77 13.52 336.16 2.00 0.00 0.000.77 13.59 345.16 2.00 0.00 0.000.77 13.66 352.54 2.00 0.00 0.000.77 13.73 357.53 2.00 0.00 0.000.77 13.80 360.96 2.00 0.00 0.000.77 13.87 362.58 2.00 0.00 0.000.76 13.94 362.54 2.00 0.00 0.000.76 14.01 359.57 2.00 0.00 0.000.76 14.08 355.11 2.00 0.00 0.000.76 14.15 348.30 2.00 0.00 0.000.76 14.22 343.56 2.00 0.00 0.000.76 14.29 338.22 2.00 0.00 0.000.76 14.36 332.97 2.00 0.00 0.000.76 14.43 327.00 2.00 0.00 0.000.76 14.50 321.71 2.00 0.00 0.000.75 14.57 319.77 2.00 0.00 0.000.75 14.64 321.54 2.00 0.00 0.000.75 14.71 327.13 2.00 0.00 0.000.75 14.78 337.71 2.00 0.00 0.000.75 14.85 349.12 2.00 0.00 0.000.75 14.92 358.10 2.00 0.00 0.000.75 14.99 360.26 2.00 0.00 0.000.75 15.06 358.99 2.00 0.00 0.000.74 15.13 357.82 2.00 0.00 0.000.74 15.20 357.74 2.00 0.00 0.000.74 15.27 356.54 2.00 0.00 0.000.74 15.34 354.45 2.00 0.00 0.000.74 15.41 352.56 2.00 0.00 0.000.74 15.48 351.29 2.00 0.00 0.000.74 15.55 351.14 2.00 0.00 0.000.74 15.62 351.04 2.00 0.00 0.000.74 15.69 351.12 2.00 0.00 0.000.73 15.76 350.73 2.00 0.00 0.000.73 15.83 351.02 2.00 0.00 0.000.73 15.90 351.09 2.00 0.00 0.000.73 15.97 351.43 2.00 0.00 0.000.73 16.04 352.68 2.00 0.00 0.000.73 16.11 355.06 2.00 0.00 0.000.73 16.18 359.52 2.00 0.00 0.000.73 16.25 365.80 2.00 0.00 0.000.72 16.32 374.11 2.00 0.00 0.000.72 16.39 382.70 2.00 0.00 0.000.72 16.46 390.83 2.00 0.00 0.000.72 16.53 397.84 2.00 0.00 0.000.72 16.60 403.94 2.00 0.00 0.000.72 16.67 408.87 2.00 0.00 0.000.72 16.74 412.43 2.00 0.00 0.000.72 16.81 414.66 2.00 0.00 0.000.72 16.88 415.67 2.00 0.00 0.000.71 16.95 416.65 2.00 0.00 0.000.71 17.02 417.41 2.00 0.00 0.000.71 17.09 417.70 2.00 0.00 0.000.71 17.16 416.58 2.00 0.00 0.000.71 17.23 414.27 2.00 0.00 0.000.71 17.30 411.75 2.00 0.00 0.000.71 17.37 409.07 2.00 0.00 0.000.71 17.44 408.76 2.00 0.00 0.000.70 17.51 412.98 2.00 0.00 0.000.70 17.58 419.20 2.00 0.00 0.000.70 17.65 426.62 2.00 0.00 0.000.70 17.72 432.28 2.00 0.00 0.000.70 17.79 420.91 2.00 0.00 0.000.70 17.86 381.77 2.00 0.00 0.000.70 17.93 340.30 2.00 0.00 0.000.70 Total estimated settlement: 1.87 Abbreviations Qtn,cs: FS:ev (%):DF:Settlement: Equivalent clean sand normalized cone resistance Factor of safety against liquefactionPost-liquefaction volumentric strainev depth weighting factorCalculated settlement CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 108 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cone resistance SBTn Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Plot Corrected norm. cone resista Qtn,cs 200150100500Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resist FS Plot FILL Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS Plot Cyclic shear strain FILL Gamma max (%)6050403020100Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cyclic shear strain Lateral displacements FILL Displacement (in)151050Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Lateral displacements Estimation of post-earthquake lateral Displacements Geometric parameters: Gently sloping ground without free face (Slope 0.60 %) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 109 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq qt: Total cone resistance (cone resistance qc corrected for pore water effects)Ic: Soil Behaviour Type Index Qtn,cs: Equivalent clean sand normalized CPT total cone resistance F.S.: Factor of safetyγmax: Maximum cyclic shear strain LDI: Lateral displacement index Abbreviations Surface condition PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Lateral displacement index calculation :: Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 6.10 1.28 2.05 1.21 38.11 2.00 0.00 0.00 0.00 6.17 1.98 3.18 0.95 40.50 2.00 0.00 0.00 0.00 6.24 3.11 4.98 0.79 42.88 2.00 0.00 0.00 0.00 6.31 4.19 6.70 0.78 45.40 2.00 0.00 0.00 0.00 6.38 4.77 7.64 0.96 50.10 2.00 0.00 0.00 0.00 6.45 5.58 8.92 1.07 53.69 2.00 0.00 0.00 0.00 6.52 6.88 11.02 1.02 54.43 2.00 0.00 0.00 0.00 6.59 8.94 14.32 0.83 51.41 0.20 2.85 51.20 0.31 6.66 10.95 17.54 0.69 48.40 0.19 9.54 51.20 0.31 6.73 12.67 20.30 0.61 46.54 0.19 14.38 51.20 0.30 6.80 13.56 21.72 0.57 45.92 0.19 16.61 51.20 0.30 6.87 14.47 23.19 0.54 45.53 0.18 18.76 51.20 0.30 6.94 15.31 24.52 0.51 45.33 0.18 20.61 51.20 0.30 7.01 16.63 26.64 0.48 26.64 0.15 23.34 51.20 0.30 7.08 17.62 28.22 0.46 28.22 0.15 25.24 51.20 0.30 7.15 18.45 29.56 0.46 29.56 0.15 26.78 51.20 0.30 7.22 19.24 30.82 0.46 30.82 0.16 28.15 51.20 0.30 7.29 19.88 31.84 0.47 31.84 0.16 29.23 51.20 0.30 7.36 20.38 32.64 0.48 32.64 0.16 30.04 51.20 0.30 7.43 20.87 33.42 0.49 33.42 0.16 30.82 51.20 0.30 7.50 21.48 34.40 0.50 51.28 0.19 31.78 51.20 0.30 7.57 22.07 35.34 0.53 52.50 0.19 32.66 51.20 0.30 7.64 22.49 36.01 0.56 53.72 0.19 33.29 51.20 0.30 7.71 22.70 36.33 0.60 55.02 0.19 33.58 51.20 0.30 7.78 22.88 36.62 0.64 56.34 0.19 33.84 51.20 0.30 7.85 23.21 37.14 0.68 57.70 0.19 34.31 51.20 0.30 7.92 23.51 37.63 0.71 58.78 0.19 34.74 51.20 0.30 7.99 23.82 38.11 0.71 59.17 0.19 35.16 51.20 0.30 8.06 23.92 38.27 0.69 58.59 0.19 35.30 51.20 0.30 8.13 24.14 38.61 0.64 57.64 0.19 35.59 51.20 0.30 8.20 24.48 39.15 0.59 56.96 0.19 36.05 51.20 0.30 8.27 25.14 40.21 0.55 56.98 0.19 36.93 51.20 0.30 8.34 25.87 41.37 0.52 57.44 0.19 37.87 51.20 0.30 8.41 26.55 42.46 0.51 58.20 0.19 38.73 51.20 0.30 8.48 27.06 43.28 0.51 58.93 0.19 39.36 51.20 0.29 8.55 27.40 43.82 0.51 59.45 0.19 39.76 51.20 0.29 8.62 27.86 44.55 0.51 60.05 0.19 40.31 51.20 0.29 8.69 28.14 45.00 0.51 60.51 0.19 40.65 51.20 0.29 8.76 28.33 45.29 0.52 61.00 0.19 40.86 51.20 0.29 8.83 28.12 44.96 0.54 61.07 0.19 40.61 51.20 0.29 8.90 27.79 44.41 0.56 61.01 0.19 40.21 51.20 0.29 8.97 27.42 43.82 0.59 61.01 0.19 39.77 51.20 0.29 9.04 27.07 43.25 0.62 61.19 0.19 39.33 51.20 0.29 9.11 26.81 42.83 0.66 61.58 0.19 39.01 51.20 0.29 9.18 26.52 42.36 0.67 61.55 0.19 38.65 51.20 0.29 9.25 26.12 41.71 0.67 60.83 0.19 38.13 51.20 0.29 9.32 25.60 40.87 0.64 59.52 0.18 37.46 51.20 0.29 9.39 25.20 40.21 0.60 58.22 0.18 36.93 51.20 0.29 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 110 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 9.46 25.07 40.00 0.57 57.30 0.18 36.76 51.20 0.29 9.53 25.10 40.04 0.54 56.68 0.18 36.79 51.20 0.29 9.60 25.07 39.98 0.52 56.13 0.18 36.74 51.20 0.29 9.67 24.73 39.43 0.50 55.41 0.17 36.28 51.20 0.29 9.74 24.56 39.15 0.50 55.17 0.17 36.05 51.20 0.29 9.81 24.53 39.11 0.53 55.61 0.17 36.01 51.20 0.29 9.88 24.92 39.73 0.57 57.15 0.18 36.53 51.20 0.29 9.95 25.33 40.38 0.65 59.50 0.18 37.07 51.20 0.29 10.02 26.04 41.51 0.73 62.25 0.18 37.98 51.20 0.29 10.09 27.05 43.13 0.80 65.16 0.19 39.25 51.20 0.29 10.16 28.24 45.04 0.83 67.43 0.19 40.67 51.20 0.28 10.23 29.95 47.78 0.83 69.69 0.20 42.62 51.20 0.28 10.30 31.71 50.59 0.82 71.72 0.20 44.51 51.20 0.28 10.37 33.23 53.02 0.80 73.59 0.21 46.06 34.10 0.19 10.44 33.85 54.01 0.80 74.57 0.21 46.67 34.10 0.19 10.51 34.80 55.55 0.81 76.06 0.21 47.59 34.10 0.19 10.58 37.10 59.22 0.80 79.49 0.22 49.71 34.10 0.19 10.65 41.08 65.61 0.79 85.55 0.24 53.09 34.10 0.19 10.72 46.32 74.03 0.75 93.62 0.27 57.08 22.70 0.12 10.79 52.88 84.57 0.70 103.14 0.32 61.47 22.70 0.12 10.86 59.67 95.47 0.65 111.65 0.36 65.47 14.50 0.08 10.93 65.63 105.04 0.65 118.51 0.41 68.62 14.50 0.08 11.00 69.65 111.49 0.67 123.81 0.44 70.59 14.50 0.08 11.07 72.37 115.86 0.68 126.87 0.47 71.86 14.50 0.08 11.14 74.50 119.27 0.66 127.53 0.47 72.82 14.50 0.08 11.21 76.81 122.97 0.64 126.73 0.46 73.82 14.50 0.08 11.28 80.91 129.55 0.62 129.55 0.48 75.55 10.00 0.05 11.35 85.89 137.55 0.60 137.55 0.55 77.52 10.00 0.05 11.42 91.57 146.67 0.58 146.67 0.64 79.64 8.18 0.04 11.49 95.89 153.60 0.58 153.60 0.71 81.17 6.52 0.04 11.56 99.60 159.56 0.58 159.56 0.78 82.42 5.39 0.03 11.63 102.28 163.85 0.59 163.85 0.83 83.30 4.72 0.03 11.70 104.29 167.08 0.60 167.08 0.87 83.94 4.28 0.02 11.77 105.35 168.77 0.61 168.77 0.89 84.27 4.07 0.02 11.84 105.74 169.39 0.61 169.39 0.90 84.40 4.01 0.02 11.91 106.06 169.91 0.61 169.91 0.91 84.50 3.96 0.02 11.98 106.94 171.31 0.61 171.31 0.92 84.77 3.80 0.02 12.05 108.21 173.34 0.61 173.34 0.95 85.16 3.57 0.02 12.12 108.91 174.46 0.59 174.46 0.96 85.37 3.48 0.02 12.19 109.27 175.03 0.57 175.03 0.97 85.48 3.44 0.02 12.26 109.49 175.38 0.56 175.38 0.97 85.54 3.41 0.02 12.33 110.70 177.31 0.54 177.31 1.00 85.90 3.25 0.02 12.40 112.03 179.45 0.53 179.45 1.03 86.30 3.09 0.02 12.47 113.70 182.12 0.53 182.12 1.07 86.79 2.89 0.02 12.54 115.67 185.27 0.53 185.27 1.12 87.35 2.67 0.01 12.61 118.60 189.99 0.53 189.99 1.19 88.18 2.37 0.01 12.68 122.62 196.43 0.53 196.43 1.30 89.28 2.03 0.01 12.75 127.50 204.27 0.53 204.27 2.00 90.58 0.00 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 111 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 12.82 133.43 213.79 0.52 213.79 2.00 92.08 0.00 0.00 12.89 140.63 225.35 0.51 225.35 2.00 93.82 0.00 0.00 12.96 148.39 237.81 0.49 237.81 2.00 95.59 0.00 0.00 13.03 156.87 251.42 0.48 251.42 2.00 97.43 0.00 0.00 13.10 165.86 265.87 0.47 265.87 2.00 99.28 0.00 0.00 13.17 174.50 279.74 0.47 279.74 2.00 100.00 0.00 0.00 13.24 182.53 292.63 0.48 292.63 2.00 100.00 0.00 0.00 13.31 189.58 303.95 0.50 303.95 2.00 100.00 0.00 0.00 13.38 196.61 315.24 0.52 315.24 2.00 100.00 0.00 0.00 13.45 203.33 326.03 0.55 326.03 2.00 100.00 0.00 0.00 13.52 209.64 336.16 0.58 336.16 2.00 100.00 0.00 0.00 13.59 215.25 345.16 0.60 345.16 2.00 100.00 0.00 0.00 13.66 219.84 352.54 0.62 352.54 2.00 100.00 0.00 0.00 13.73 222.96 357.53 0.63 357.53 2.00 100.00 0.00 0.00 13.80 225.09 360.96 0.61 360.96 2.00 100.00 0.00 0.00 13.87 226.10 362.58 0.58 362.58 2.00 100.00 0.00 0.00 13.94 226.09 362.54 0.53 362.54 2.00 100.00 0.00 0.00 14.01 224.24 359.57 0.49 359.57 2.00 100.00 0.00 0.00 14.08 221.47 355.11 0.45 355.11 2.00 100.00 0.00 0.00 14.15 217.24 348.30 0.40 348.30 2.00 100.00 0.00 0.00 14.22 214.29 343.56 0.35 343.56 2.00 100.00 0.00 0.00 14.29 210.97 338.22 0.31 338.22 2.00 100.00 0.00 0.00 14.36 207.70 332.97 0.28 332.97 2.00 100.00 0.00 0.00 14.43 203.99 327.00 0.26 327.00 2.00 100.00 0.00 0.00 14.50 200.70 321.71 0.24 321.71 2.00 100.00 0.00 0.00 14.57 199.50 319.77 0.23 319.77 2.00 100.00 0.00 0.00 14.64 200.60 321.54 0.22 321.54 2.00 100.00 0.00 0.00 14.71 204.09 327.13 0.21 327.13 2.00 100.00 0.00 0.00 14.78 210.68 337.71 0.22 337.71 2.00 100.00 0.00 0.00 14.85 218.31 349.12 0.23 349.12 2.00 100.00 0.00 0.00 14.92 224.52 358.10 0.25 358.10 2.00 100.00 0.00 0.00 14.99 226.50 360.26 0.29 360.26 2.00 100.00 0.00 0.00 15.06 226.33 358.99 0.34 358.99 2.00 100.00 0.00 0.00 15.13 226.24 357.82 0.39 357.82 2.00 100.00 0.00 0.00 15.20 226.83 357.74 0.44 357.74 2.00 100.00 0.00 0.00 15.27 226.72 356.54 0.49 356.54 2.00 100.00 0.00 0.00 15.34 226.04 354.45 0.51 354.45 2.00 100.00 0.00 0.00 15.41 225.48 352.56 0.52 352.56 2.00 100.00 0.00 0.00 15.48 225.30 351.29 0.51 351.29 2.00 100.00 0.00 0.00 15.55 225.84 351.14 0.48 351.14 2.00 100.00 0.00 0.00 15.62 226.40 351.04 0.45 351.04 2.00 100.00 0.00 0.00 15.69 227.07 351.12 0.43 351.12 2.00 100.00 0.00 0.00 15.76 227.43 350.73 0.44 350.73 2.00 100.00 0.00 0.00 15.83 228.24 351.02 0.45 351.02 2.00 100.00 0.00 0.00 15.90 228.91 351.09 0.46 351.09 2.00 100.00 0.00 0.00 15.97 229.75 351.43 0.48 351.43 2.00 100.00 0.00 0.00 16.04 231.19 352.68 0.50 352.68 2.00 100.00 0.00 0.00 16.11 233.38 355.06 0.53 355.06 2.00 100.00 0.00 0.00 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 112 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Estimation of post-earthquake lateral Displacements :: (continued) Depth (ft) Qtnqt(tsf) Rf(%)Qtn,cs FS Dr Gammamax(%)Lat. disp. (in) 16.18 236.95 359.52 0.55 359.52 2.00 100.00 0.00 0.00 16.25 241.74 365.80 0.56 365.80 2.00 100.00 0.00 0.00 16.32 247.89 374.11 0.57 374.11 2.00 100.00 0.00 0.00 16.39 254.26 382.70 0.59 382.70 2.00 100.00 0.00 0.00 16.46 260.37 390.83 0.62 390.83 2.00 100.00 0.00 0.00 16.53 265.76 397.84 0.66 397.84 2.00 100.00 0.00 0.00 16.60 270.57 403.94 0.71 403.94 2.00 100.00 0.00 0.00 16.67 274.63 408.87 0.77 408.87 2.00 100.00 0.00 0.00 16.74 277.79 412.43 0.83 412.43 2.00 100.00 0.00 0.00 16.81 280.07 414.66 0.88 414.66 2.00 100.00 0.00 0.00 16.88 281.53 415.67 0.91 415.67 2.00 100.00 0.00 0.00 16.95 282.98 416.65 0.93 416.65 2.00 100.00 0.00 0.00 17.02 284.29 417.41 0.91 417.41 2.00 100.00 0.00 0.00 17.09 285.26 417.70 0.87 417.70 2.00 100.00 0.00 0.00 17.16 285.28 416.58 0.83 416.58 2.00 100.00 0.00 0.00 17.23 284.46 414.27 0.81 414.27 2.00 100.00 0.00 0.00 17.30 283.49 411.75 0.81 411.75 2.00 100.00 0.00 0.00 17.37 282.40 409.07 0.81 409.07 2.00 100.00 0.00 0.00 17.44 282.93 408.76 0.80 408.76 2.00 100.00 0.00 0.00 17.51 286.59 412.98 0.72 412.98 2.00 100.00 0.00 0.00 17.58 291.63 419.20 0.55 419.20 2.00 100.00 0.00 0.00 17.65 297.50 426.62 0.39 426.62 2.00 100.00 0.00 0.00 17.72 302.14 432.28 0.29 432.28 2.00 100.00 0.00 0.00 17.79 294.90 420.91 0.30 420.91 2.00 100.00 0.00 0.00 17.86 268.16 381.77 0.35 381.77 2.00 100.00 0.00 0.00 17.93 239.66 340.30 0.40 340.30 2.00 100.00 0.00 0.00 qt:Qtn: Rf: Qtn,cs: FS:Dr: Gammamax: Lat. disp.: Total cone resistance Adjusted cone resistance to an effective overburden stress of 1 atm Friction ration Adjusted and corrected cone resistance due to fines Calculated factor of safety against liquefaction Calculated relative density Calculated maximum cyclic shear strain Lateral displacement Abbreviations Total estimated displacement: 18.10 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 113 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Strength loss calculation (Robertson (2009) :: Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 6.10 1.28 18.56 38.11 3.42 0.04 20.902.05 6.17 1.98 12.75 40.50 3.20 0.05 19.023.18 6.24 3.11 8.60 42.88 2.99 0.03 0.624.98 6.31 4.19 6.77 45.40 2.87 0.04 0.626.70 6.38 4.77 6.56 50.10 2.85 0.05 0.637.64 6.45 5.58 6.02 53.69 2.81 0.07 0.648.92 6.52 6.88 4.94 54.43 2.72 0.07 0.6411.02 6.59 8.94 3.59 51.41 2.58 0.06 0.6314.32 6.66 10.95 2.76 48.40 2.47 0.05 0.6217.54 6.73 12.67 2.29 46.54 2.38 0.04 0.6220.30 6.80 13.56 2.11 45.92 2.35 0.04 0.6221.72 6.87 14.47 1.96 45.53 2.31 0.04 0.6223.19 6.94 15.31 1.85 45.33 2.28 0.04 0.6224.52 7.01 16.63 1.00 26.64 2.23 0.02 0.6226.64 7.08 17.62 1.00 28.22 2.21 0.02 0.6228.22 7.15 18.45 1.00 29.56 2.19 0.02 0.6229.56 7.22 19.24 1.00 30.82 2.17 0.02 0.6230.82 7.29 19.88 1.00 31.84 2.16 0.02 0.6231.84 7.36 20.38 1.00 32.64 2.15 0.02 0.6232.64 7.43 20.87 1.00 33.42 2.15 0.02 0.6233.42 7.50 21.48 1.49 51.28 2.14 0.06 0.6334.40 7.57 22.07 1.49 52.50 2.14 0.06 0.6335.34 7.64 22.49 1.49 53.72 2.14 0.07 0.6436.01 7.71 22.70 1.51 55.02 2.16 0.08 0.6436.33 7.78 22.88 1.54 56.34 2.17 0.08 0.6536.62 7.85 23.21 1.55 57.70 2.17 0.09 0.6537.14 7.92 23.51 1.56 58.78 2.18 0.10 0.6537.63 7.99 23.82 1.55 59.17 2.17 0.11 0.6538.11 8.06 23.92 1.53 58.59 2.16 0.10 0.6538.27 8.13 24.14 1.49 57.64 2.14 0.09 0.6538.61 8.20 24.48 1.45 56.96 2.12 0.09 0.6539.15 8.27 25.14 1.42 56.98 2.10 0.09 0.6540.21 8.34 25.87 1.39 57.44 2.08 0.09 0.6541.37 8.41 26.55 1.37 58.20 2.06 0.10 0.6542.46 8.48 27.06 1.36 58.93 2.06 0.10 0.6543.28 8.55 27.40 1.36 59.45 2.05 0.11 0.6543.82 8.62 27.86 1.35 60.05 2.04 0.11 0.6644.55 8.69 28.14 1.34 60.51 2.04 0.12 0.6645.00 8.76 28.33 1.35 61.00 2.04 0.12 0.6645.29 8.83 28.12 1.36 61.07 2.05 0.12 0.6644.96 8.90 27.79 1.37 61.01 2.07 0.12 0.6644.41 8.97 27.42 1.39 61.01 2.08 0.12 0.6643.82 9.04 27.07 1.42 61.19 2.10 0.12 0.6643.25 9.11 26.81 1.44 61.58 2.11 0.13 0.6642.83 9.18 26.52 1.45 61.55 2.12 0.13 0.6642.36 9.25 26.12 1.46 60.83 2.13 0.12 0.6641.71 9.32 25.60 1.46 59.52 2.12 0.11 0.6640.87 9.39 25.20 1.45 58.22 2.12 0.10 0.6540.21 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 114 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 9.46 25.07 1.43 57.30 2.11 0.09 0.6540.00 9.53 25.10 1.42 56.68 2.10 0.09 0.6540.04 9.60 25.07 1.40 56.13 2.09 0.08 0.6539.98 9.67 24.73 1.41 55.41 2.09 0.08 0.6439.43 9.74 24.56 1.41 55.17 2.09 0.08 0.6439.15 9.81 24.53 1.42 55.61 2.10 0.08 0.6439.11 9.88 24.92 1.44 57.15 2.11 0.09 0.6539.73 9.95 25.33 1.47 59.50 2.13 0.11 0.6640.38 10.02 26.04 1.50 62.25 2.15 0.14 0.6641.51 10.09 27.05 1.51 65.16 2.15 0.17 0.6743.13 10.16 28.24 1.50 67.43 2.15 0.21 0.6845.04 10.23 29.95 1.46 69.69 2.13 0.25 0.6847.78 10.30 31.71 1.42 71.72 2.10 0.29 0.6950.59 10.37 33.23 1.39 73.59 2.08 0.34 0.6953.02 10.44 33.85 1.38 74.57 2.07 0.37 0.6954.01 10.51 34.80 1.37 76.06 2.06 0.42 0.7055.55 10.58 37.10 1.34 79.49 2.04 0.56 0.7159.22 10.65 41.08 1.30 85.55 2.00 0.72 0.7265.61 10.72 46.32 1.26 93.62 1.94 0.74 0.7474.03 10.79 52.88 1.22 103.14 1.87 0.75 0.7584.57 10.86 59.67 1.17 111.65 1.82 0.77 0.7795.47 10.93 65.63 1.13 118.51 1.78 0.78 0.78105.04 11.00 69.65 1.11 123.81 1.77 0.79 0.79111.49 11.07 72.37 1.10 126.87 1.76 0.79 0.79115.86 11.14 74.50 1.07 127.53 1.74 0.79 0.79119.27 11.21 76.81 1.03 126.73 1.72 0.79 0.79122.97 11.28 80.91 1.00 129.55 1.69 0.80 0.80129.55 11.35 85.89 1.00 137.55 1.66 0.81 0.81137.55 11.42 91.57 1.00 146.67 1.63 0.82 0.82146.67 11.49 95.89 1.00 153.60 1.62 0.83 0.83153.60 11.56 99.60 1.00 159.56 1.60 0.84 0.84159.56 11.63 102.28 1.00 163.85 1.60 0.84 0.84163.85 11.70 104.29 1.00 167.08 1.60 0.85 0.85167.08 11.77 105.35 1.00 168.77 1.60 0.85 0.85168.77 11.84 105.74 1.00 169.39 1.60 0.85 0.85169.39 11.91 106.06 1.00 169.91 1.60 0.85 0.85169.91 11.98 106.94 1.00 171.31 1.60 0.85 0.85171.31 12.05 108.21 1.00 173.34 1.59 0.86 0.86173.34 12.12 108.91 1.00 174.46 1.58 0.86 0.86174.46 12.19 109.27 1.00 175.03 1.57 0.86 0.86175.03 12.26 109.49 1.00 175.38 1.56 0.86 0.86175.38 12.33 110.70 1.00 177.31 1.55 0.86 0.86177.31 12.40 112.03 1.00 179.45 1.54 0.86 0.86179.45 12.47 113.70 1.00 182.12 1.53 0.87 0.87182.12 12.54 115.67 1.00 185.27 1.53 0.87 0.87185.27 12.61 118.60 1.00 189.99 1.52 0.88 0.88189.99 12.68 122.62 1.00 196.43 1.51 0.88 0.88196.43 12.75 127.50 1.00 204.27 1.50 0.89 0.89204.27 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 115 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 12.82 133.43 1.00 213.79 1.48 0.90 0.90213.79 12.89 140.63 1.00 225.35 1.45 0.91 0.91225.35 12.96 148.39 1.00 237.81 1.43 0.92 0.92237.81 13.03 156.87 1.00 251.42 1.40 0.94 0.94251.42 13.10 165.86 1.00 265.87 1.37 0.95 0.95265.87 13.17 174.50 1.00 279.74 1.36 0.96 0.96279.74 13.24 182.53 1.00 292.63 1.35 0.97 0.97292.63 13.31 189.58 1.00 303.95 1.35 0.98 0.98303.95 13.38 196.61 1.00 315.24 1.35 0.99 0.99315.24 13.45 203.33 1.00 326.03 1.36 1.00 1.00326.03 13.52 209.64 1.00 336.16 1.36 1.00 1.00336.16 13.59 215.25 1.00 345.16 1.37 1.01 1.01345.16 13.66 219.84 1.00 352.54 1.37 1.02 1.02352.54 13.73 222.96 1.00 357.53 1.37 1.02 1.02357.53 13.80 225.09 1.00 360.96 1.36 1.02 1.02360.96 13.87 226.10 1.00 362.58 1.34 1.02 1.02362.58 13.94 226.09 1.00 362.54 1.32 1.02 1.02362.54 14.01 224.24 1.00 359.57 1.29 1.02 1.02359.57 14.08 221.47 1.00 355.11 1.27 1.02 1.02355.11 14.15 217.24 1.00 348.30 1.24 1.01 1.01348.30 14.22 214.29 1.00 343.56 1.20 1.01 1.01343.56 14.29 210.97 1.00 338.22 1.18 1.01 1.01338.22 14.36 207.70 1.00 332.97 1.16 1.00 1.00332.97 14.43 203.99 1.00 327.00 1.15 1.00 1.00327.00 14.50 200.70 1.00 321.71 1.14 0.99 0.99321.71 14.57 199.50 1.00 319.77 1.13 0.99 0.99319.77 14.64 200.60 1.00 321.54 1.11 0.99 0.99321.54 14.71 204.09 1.00 327.13 1.10 1.00 1.00327.13 14.78 210.68 1.00 337.71 1.09 1.01 1.01337.71 14.85 218.31 1.00 349.12 1.10 1.01 1.01349.12 14.92 224.52 1.00 358.10 1.11 1.02 1.02358.10 14.99 226.50 1.00 360.26 1.14 1.02 1.02360.26 15.06 226.33 1.00 358.99 1.18 1.02 1.02358.99 15.13 226.24 1.00 357.82 1.23 1.02 1.02357.82 15.20 226.83 1.00 357.74 1.26 1.02 1.02357.74 15.27 226.72 1.00 356.54 1.29 1.02 1.02356.54 15.34 226.04 1.00 354.45 1.31 1.02 1.02354.45 15.41 225.48 1.00 352.56 1.31 1.02 1.02352.56 15.48 225.30 1.00 351.29 1.31 1.02 1.02351.29 15.55 225.84 1.00 351.14 1.29 1.02 1.02351.14 15.62 226.40 1.00 351.04 1.27 1.02 1.02351.04 15.69 227.07 1.00 351.12 1.26 1.02 1.02351.12 15.76 227.43 1.00 350.73 1.26 1.02 1.02350.73 15.83 228.24 1.00 351.02 1.27 1.02 1.02351.02 15.90 228.91 1.00 351.09 1.28 1.02 1.02351.09 15.97 229.75 1.00 351.43 1.29 1.02 1.02351.43 16.04 231.19 1.00 352.68 1.30 1.02 1.02352.68 16.11 233.38 1.00 355.06 1.32 1.02 1.02355.06 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 116 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT :: Strength loss calculation (Robertson (2009) :: (continued) Depth (ft) Kcqt(tsf) Qtn,cs Ic Su(liq)/σ'v Su(peak)/σ'vQtn 16.18 236.95 1.00 359.52 1.33 1.02 1.02359.52 16.25 241.74 1.00 365.80 1.33 1.03 1.03365.80 16.32 247.89 1.00 374.11 1.33 1.03 1.03374.11 16.39 254.26 1.00 382.70 1.33 1.04 1.04382.70 16.46 260.37 1.00 390.83 1.34 1.04 1.04390.83 16.53 265.76 1.00 397.84 1.36 1.05 1.05397.84 16.60 270.57 1.00 403.94 1.38 1.05 1.05403.94 16.67 274.63 1.00 408.87 1.40 1.05 1.05408.87 16.74 277.79 1.00 412.43 1.42 1.06 1.06412.43 16.81 280.07 1.00 414.66 1.44 1.06 1.06414.66 16.88 281.53 1.00 415.67 1.46 1.06 1.06415.67 16.95 282.98 1.00 416.65 1.46 1.06 1.06416.65 17.02 284.29 1.00 417.41 1.46 1.06 1.06417.41 17.09 285.26 1.00 417.70 1.44 1.06 1.06417.70 17.16 285.28 1.00 416.58 1.42 1.06 1.06416.58 17.23 284.46 1.00 414.27 1.41 1.06 1.06414.27 17.30 283.49 1.00 411.75 1.41 1.06 1.06411.75 17.37 282.40 1.00 409.07 1.42 1.05 1.05409.07 17.44 282.93 1.00 408.76 1.41 1.05 1.05408.76 17.51 286.59 1.00 412.98 1.38 1.06 1.06412.98 17.58 291.63 1.00 419.20 1.28 1.06 1.06419.20 17.65 297.50 1.00 426.62 1.17 1.06 1.06426.62 17.72 302.14 1.00 432.28 1.08 1.07 1.07432.28 17.79 294.90 1.00 420.91 1.10 1.06 1.06420.91 17.86 268.16 1.00 381.77 1.17 1.04 1.04381.77 17.93 239.66 1.00 340.30 1.25 1.01 1.01340.30 qt:Kc: Qtn,cs:Ic:Su(liq)/σ'v:Su(peak)/σ'v: Total cone resistance Cone resistance correction factor due to fines Adjusted and corrected cone resistance due to fines Soil behavior type index Calculated liquefied undrained strength ratio Calculated peak undrained strength ratio Abbreviations CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software - Report created on: 9/26/2022, 1:18:46 PM 117 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Total cone resistance qt (tsf)3002001000Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Total cone resistance Custom Vs data Vs (ft/s)0Depth (ft)0 Custom Vs data Rigidity Index K*G0Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Rigidity Index Deposit resistance factor K(DR)1Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Deposit resistance factor Cyclic resistance ratio CRR 4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Cyclic resistance ratio Aging Calculation Estimation CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 118 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 This software is licensed to: Stoney-Miller Consultants, Inc CPT name: Average CPT Corrected norm. cone resista Qtn,cs 400200Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 Corrected norm. cone resista SBTn Index Plot Ic (Robertson 1990)4321Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 SBTn Index Plot zAH1 FS plot Factor of safety 21.510.50Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 FS plot Stresses vs Depth Stresses (tsf)10.80.60.40.2Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 σvo (EQ)uo (EQ)EQu Stresses vs Depth Excess Head hexc (ft)1086420Depth (ft)11.5 11 10.5 10 9.5 9 8.5 8 7.5 7 6.5 6 5.5 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 hexcσ'vo=0hA Excess Head Liq. ejecta demand LD (ton/ft)10Depth (ft)24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 0 LD: 1.59CR: 0.60 Liq. ejecta demand Ejecta severitySevere Ejecta Severity Estimation CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 119 Project file: V:\72450-72999\72676 (Jacob) 215 Edgewater Place\CPT Liquefaction\72676-00 cliq.clq PA2022-0262 Procedure for the evaluation of soil liquefaction resistance, NCEER (1998) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. The procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart1: 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 120 PA2022-0262 Procedure for the evaluation of soil liquefaction resistance (all soils), Robertson (2010) Calculation of soil resistance against liquefaction is performed according to the Robertson & Wride (1998) procedure. This procedure used in the software, slightly differs from the one originally published in NCEER-97-0022 (Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils). The revised procedure is presented below in the form of a flowchart1: 1 P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering – from case history to practice, IS-Tokyo, June 2009 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 121 PA2022-0262 Procedure for the evaluation of soil liquefaction resistance, Idriss & Boulanger (2008) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 122 PA2022-0262 Procedure for the evaluation of soil liquefaction resistance (sandy soils), Moss et al. (2006) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 123 PA2022-0262 Procedure for the evaluation of soil liquefaction resistance, Boulanger & Idriss(2014) CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 124 PA2022-0262 Procedure for the evaluation of liquefaction-induced lateral spreading displacements Site investigation with SPT or Design earthquake Ground geometry SPTdatawith content or CPT data Moment magnitude of earthquake (Mw)and peak surface acceleration (amax) Geometric parameters for each of differentzones in level (or gently sloping) ground with (or without) a free face Liquefaction potential analysisto calculate FS (N1)60cs or (qc1N)cs (using the NCEER SPT- CPT-based method (Youd et al 2001)) Calculation of the lateral displacement index (using Figure 1 and Equation [3]) Zones with three major geometric parameters or less - free face height (H)thedistancetoafreeface (L) or/and slope (S) Zones with more than three major geometric parameters L/Hor/andS Estimated lateral displacement, LD For gently sloping ground without a free face LD = (S + 0 20) · LDI (for 0 2% < S < 3 5%) For level ground with a free face LD = 6 · (L/H) -0.8 · LDI (for 5 < L/H < 40) Evaluation of lateral displacements based onother approaches and engineering judgment If (N1)60cs <14 or (qc1N)cs<70 evaluate potential of flow liquefaction 1 Flow chart illustrating major steps in estimating liquefaction-induced lateral spreading displacements using the proposed approach 1 Figure 1 1 Equation [3] CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 125 1 "Estimating liquefaction-induced ground settlements from CPT for level ground", G. Zhang, P.K. Robertson, and R.W.I. Brachman PA2022-0262 Procedure for the estimation of seismic induced settlements in dry sands Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, San Diego, CA CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 126 PA2022-0262 Liquefaction Potential Index (LPI) calculation procedure Graphical presentation of the LPI calculation procedure Calculation of the Liquefaction Potential Index (LPI) is used to interpret the liquefaction assessment calculations in terms of severity over depth. The calculation procedure is based on the methology developed by Iwasaki (1982) and is adopted by AFPS. To estimate the severity of liquefaction extent at a given site, LPI is calculated based on the following equation: LPI = where: FL = 1 - F.S. when F.S. less than 1 FL = 0 when F.S. greater than 1 z depth of measurment in meters Values of LPI range between zero (0) when no test point is characterized as liquefiable and 100 when all points are characterized as susceptible to liquefaction. Iwasaki proposed four (4) discrete categories based on the numeric value of LPI: ⦁ LPI = 0 : Liquefaction risk is very low ⦁ 0 < LPI <= 5 : Liquefaction risk is low ⦁ 5 < LPI <= 15 : Liquefaction risk is high ⦁ LPI > 15 : Liquefaction risk is very high CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 127 PA2022-0262 Shear-Induced Building Settlement (Ds) calculation procedure The shear-induced building settlement (Ds) due to liquefaction below the building can be estimated using the relationship developed by Bray and Macedo (2017): where Ds is in the units of mm, c1= -8.35 and c2= 0.072 for LBS ≤ 16, and c1= -7.48 and c2= 0.014 otherwise. Q is the building contact pressure in units of kPa, HL is the cumulative thickness of the liquefiable layers in the units of m, B is the building width in the units of m, CAVdp is a standardized version of the cumulative absolute velocity in the units of g-s, Sa1 is 5%-damped pseudo-acceleration response spectral value at a period of 1 s in the units of g, and ε is a normal random variable with zero mean and 0.50 standard deviation in Ln units. The liquefaction-induced building settlement index (LBS) is: where z (m) is the depth measured from the ground surface > 0, W is a foundation-weighting factor wherein W = 0.0 for z less than Df, which is the embedment depth of the foundation, and W = 1.0 otherwise. The shear strain parameter (ε_shear) is the liquefaction-induced free-field shear strain (in %) estimated using Zhang et al. (2004). It is calculated based on the estimated Dr of the liquefied soil layer and the calculated safety factor against liquefaction triggering (FSL). CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 128 PA2022-0262 References ⦁ Lunne, T., Robertson, P.K., and Powell, J.J.M 1997. Cone penetration testing in geotechnical practice, E & FN Spon Routledge, 352 p, ISBN 0-7514-0393-8. ⦁ Boulanger, R.W. and Idriss, I. M., 2007. Evaluation of Cyclic Softening in Silts and Clays. ASCE Journal of Geotechnical and Geoenvironmental Engineering June, Vol. 133, No. 6 pp 641-652 ⦁ Boulanger, R.W. and Idriss, I. M., 2014. CPT AND SPT BASED LIQUEFACTION TRIGGERING PROCEDURES. DEPARTMENT OF CIVIL & ENVIRONMENTAL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF CALIFORNIA AT DAVIS ⦁ Robertson, P.K. and Cabal, K.L., 2007, Guide to Cone Penetration Testing for Geotechnical Engineering. Available at no cost at http://www.geologismiki.gr/ ⦁ Robertson, P.K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal, 27 (1), 151-8. ⦁ Robertson, P.K. and Wride, C.E., 1998. Cyclic Liquefaction and its Evaluation based on the CPT Canadian Geotechnical Journal, 1998, Vol. 35, August. ⦁ Youd, T.L., Idriss, I.M., Andrus, R.D., Arango, I., Castro, G., Christian, J.T., Dobry, R., Finn, W.D.L., Harder, L.F., Hynes, M.E., Ishihara, K., Koester, J., Liao, S., Marcuson III, W.F., Martin, G.R., Mitchell, J.K., Moriwaki, Y., Power, M.S., Robertson, P.K., Seed, R., and Stokoe, K.H., Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshop on Evaluation of Liquefaction Resistance of Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 127, October, pp 817-833 ⦁ Zhang, G., Robertson. P.K., Brachman, R., 2002, Estimating Liquefaction Induced Ground Settlements from the CPT, Canadian Geotechnical Journal, 39: pp 1168-1180 ⦁ Zhang, G., Robertson. P.K., Brachman, R., 2004, Estimating Liquefaction Induced Lateral Displacements using the SPT and CPT, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 130, No. 8, 861-871 ⦁ Pradel, D., 1998, Procedure to Evaluate Earthquake-Induced Settlements in Dry Sandy Soils, ASCE, Journal of Geotechnical & Geoenvironmental Engineering, Vol. 124, No. 4, 364-368 ⦁ Iwasaki, T., 1986, Soil liquefaction studies in Japan: state-of-the-art, Soil Dynamics and Earthquake Engineering, Vol. 5, No. 1, 2-70 ⦁ Papathanassiou G., 2008, LPI-based approach for calibrating the severity of liquefaction-induced failures and for assessing the probability of liquefaction surface evidence, Eng. Geol. 96:94–104 ⦁ P.K. Robertson, 2009, Interpretation of Cone Penetration Tests - a unified approach., Canadian Geotechnical Journal, Vol. 46, No. 11, pp 1337-1355 ⦁ P.K. Robertson, 2009. “Performance based earthquake design using the CPT”, Keynote Lecture, International Conference on Performance-based Design in Earthquake Geotechnical Engineering - from case history to practice, IS-Tokyo, June 2009 ⦁ Robertson, P.K. and Lisheng, S., 2010, “Estimation of seismic compression in dry soils using the CPT” FIFTH INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS, Symposium in honor of professor I. M. Idriss, SAN diego, CA ⦁ R. E. S. Moss, R. B. Seed, R. E. Kayen, J. P. Stewart, A. Der Kiureghian, K. O. Cetin, CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential, Journal of Geotechnical and Geoenvironmental Engineering, Vol. 132, No. 8, August 1, 2006 ⦁ I. M. Idriss and R. W. Boulanger, 2008. Soil liquefaction during earthquakes, Earthquake Engineering Research Institute MNO-12 ⦁ Jonathan D. Bray & Jorge Macedo, Department of Civil & Environmental Engineering, Univ. of California, Berkeley, CA, USA, Simplified procedure for estimating liquefaction-induced building settlement, Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul 201 CLiq v.3.5.2.5 - CPT Liquefaction Assessment Software 129 PA2022-0262 APPENDIX E STANDARD GRADING SPECIFICATIONS PA2022-0262 APPENDIX E STANDARD GRADING SPECIFICATIONS GENERAL These specifications present the usual and minimum requirements for grading operations observed by Geofirm or its designated representative. No deviation from these specifications will be allowed, except where specifically superseded in the geotechnical report signed by a registered geotechnical engineer. The placement, spreading, mixing, watering and compaction of the fills in strict accordance with these guidelines shall be the sole responsibility of the contractor. The construction, excavation, and placement of fill shall be under the direct observation of the soils engineer signing the soils report. If unsatisfactory soil-related conditions exist, the soils engineer shall have the authority to reject the compacted fill ground and, if necessary, excavation equipment will be shut down to permit completion of compaction. Conformance with these specifications will be discussed in the final report issued by the soils engineer. SITE PREPARATION All brush, vegetation and other deleterious material such as rubbish shall be collected, piled and removed from the site prior to placing fill, leaving the site clear and free from objectionable material. Soil, alluvium, or rock materials determined by the soils engineer as being unsuitable for placement in compacted fills shall be removed from the site. Any material incorporated as part of a compacted fill must be approved by the soils engineer. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment used. After the area to receive fill has been cleared and scarified, it shall be diced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content and compacted to minimum requirements. If the scarified zone is greater than 12 inches in depth, the excess shall be removed and placed in lifts restricted to 6 inches. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipe lines or others not located prior to grading are to be removed or treated in a manner prescribed by the soils engineer. MATERIALS Materials for compacted fill shall consist of materials approved by the soils engineer. These materials may be excavated from the cut area or imported from other approved sources, and soils from one or more sources may be blended. Fill soils shall be free from organic vegetable matter and other unsuitable substances. Normally, the material shall contain no rocks or hard lumps PA2022-0262 greater than 6 inches in size and shall contain at least 50 percent of material smaller than 1/4- inch in size. Materials greater than 4 inches in size shall be placed so that they are completely surrounded by compacted fines; no nesting of rocks shall be permitted. No material of a perishable, spongy, or otherwise of an unsuitable nature shall be used in the fill soils. Representative samples of materials to be utilized as compacted fill shall be analyzed in the laboratory by the soils engineer to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material shall be conducted by the geotechnical engineer as soon as possible. PLACING, SPREADING, AND COMPACTING FILL MATERIAL The material used in the compacting process shall be evenly spread, watered, processed and compacted in thin lifts not to exceed 6 inches in thickness to obtain a uniformly dense layer. When the moisture content of the fill material is below that specified by the soils engineer, water shall be added by the contractor until the moisture content is near optimum as specified. When the moisture content of the fill material is above that specified by the geotechnical engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is near optimum as specified. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to 90 percent of the maximum laboratory density in compliance with ASTM D: 1557-70 (five layers). Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple- wheel pneumatic-tired rollers, or other types of acceptable compacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to obtain the desired density uniformly. A minimum relative compaction of 90 percent out to the finished slope face of all fill slopes will be required. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 2 to 5 feet in elevation gain or by overbuilding and cutting back to the compacted inner core, or by any other procedure which produces the required compaction. OBSERVATIONS AND TESTING The geotechnical engineer shall observe the placement of fill during the grading process and will file a written report upon completion of grading stating his observations as to compliance with these specifications. One density test shall be required for each 2 vertical feet of fill placed, or one for each 1,000 cubic yards of fill, whichever requires the greater number of tests. PA2022-0262 Any cleanouts and processed ground to receive fill must be observed by the soils engineer and/or engineering geologist prior to any fill placement. The contractor shall notify the geotechnical engineer when these areas are ready for observation. PROTECTION OF WORK During the grading process and prior to the complete construction of permanent drainage controls, it shall be the responsibility of the contractor to provide good drainage and prevent ponding of water and damage to adjoining properties or to finished work on the site. After the geotechnical engineer has terminated his observations of the completed grading, no further excavations and/or filling shall be performed without the approval of the soils engineer, if it is to be subject to the recommendations of this report. PA2022-0262 APPENDIX F UTILITY TRENCH BACKFILL GUIDELINES PA2022-0262 APPENDIX F UTILITY TRENCH BACKFILL GUIDELINES The following guidelines pertinent to utility trench backfills have been adopted by the County of Orange, Environmental Management Agency Grading Section, effective March 31, 1986. The application of the guidelines is strictly enforced by the County reviewers and inspectors. 1. Each utility subcontractor (gas, electric, water, sewer, telephone, cable TV, irrigation, drainage, etc.) shall submit to the developer for dissemination to his consultants (civil engineer, geotechnical engineer, and utility contractor) a plot plan of utility lines installed under his purview which identifies line type, material, size, depth, and approximate location. 2. The developer or his agent shall provide a composite plot plan of all utilities or a copy of all individual utility plot plans to his geotechnical engineer for use in evaluating whether all utility trench backfills are suitable for the intended use. 3. The geotechnical engineer shall provide the County with a report which includes a plot plan showing the location of all utility trenches which: A. Are located within the load influence zone of a structure (1:1 projection) B. Are located beneath any hardscape C. Are parallel and in close proximity to the top or toe of a slope and may adversely impact slope stability if improperly backfilled D. Are located on the face of a slope in a trench 18 or more inches in depth. Typically, trenches that are less than 18 inches in depth will not be within the load influence zone if located next to a structure, and will not have a significant effect on slope stability if constructed near the top or toe of a slope and need not be shown on the plot plan unless determined to be significant by the geotechnical engineer. This plot plan may be prepared by someone other than the soil engineer, but must meet his approval. 4. Backfill compaction test locations must be shown on the plot plan described in No. 3 above, and a table of test data provided in the geotechnical report. 5. The geotechnical report (utility trench backfill) must state that all utility trenches within the subject lots have been backfilled in a manner suitable for the intended use. This includes the backfill of all trenches shown on the plot plan described in No. 3 and the backfill of those trenches which did not need to be plotted on this plan. PA2022-0262