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Home My WebLink About08 - Geotechnical On-Call ServicesCITY OF NEWPORT BEACH CITY COUNCIL STAFF REPORT Agenda Item No. s May 08, 2007 TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL FROM: Public Works Department Michael J. Sinacori, P.E. 949 - 644 -3342 or msinacori@city.newport- beach.ca.us SUBJECT: GEOTECHNICAL ON -CALL SERVICES - APPROVAL OF AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENTS RECOMMENDATION: Approve Amendment No. 1 to Professional Services Agreement with Harrington Geotechnical and Amendment No. 1 to Professional Services Agreement with Leighton and Associates for on -call geotechnical services and authorize the Mayor and City Clerk to execute the Amendments. DISCUSSION: On June 28, 2005 the City Council approved Professional Services with Leighton Consulting, Inc. and Harrington Geotechnical Engineering to provide as needed on -call geotechnical services regularly required for many Capital Improvement Program (CIP) projects. The on -call agreements were developed to avoid a great number of small but time - consuming Professional Services Agreements (PSA's) between the City and these consultants to accomplish these on -going project tasks. Over the last two years, these on -call PSA's have proven to be very effective and efficient. Leighton Consulting Group and Harrington Geotechnical Engineering have performed geotechnical services for about 34 projects for the City over the past two years. Fees for services typically average between $10,000 and $15,000 per project. The anticipated need for these services in the upcoming fiscal year will require the extension of these contracts which are set to expire on June 30, 2007. Both these firms have provided exceptional high quality service on numerous projects. Rates included in the agreements are competitive and in line with industry standards. The proposed Fiscal Year 2007/08 Capital Improvements Program (CIP) budget is estimated at more than $37 million and includes over 100 projects. Many will require geotechnical and materials testing services. Staff recommends approval of the attached amendments to facilitate implementation of the CIP. Geotechnical On -Call Services — Approval of Amendment No. t to Professional Services Agreements May 08. 2007 Page 2 Fundina Availability: Funds for these services are available in each of the specific project accounts within the City Council approved Capital Improvement Program. Environmental Review: Environmental clearances will be completed for each Capital Improvement Project. Prepared by: Submitted by: �1 /b Mielfael J. Sinacori, P.E. ep en 94radum Principal Civil Engineer Polic Works Director Attachment: Amendment No. 1 with Harrington Amendment No. 1 with Leighton AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT WITH HARRINGTON GEOTECHNICAL ENGINEERING, INC. FOR ON -CALL GEOTECHNNCAL SERVICES THIS AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT, entered into this day of 2007, by and between the CITY OF NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City') and HARRINGTON GEOTECHNICAL ENGINEERING, INC. a California corporation whose address is 1590 North Brian Street, Orange CA 92687 ( "Consultant"), and is made with reference to the following: RECITALS A. On September 12"', 2005, CITY and CONSULTANT entered into a On- Call Professional Services Agreement, hereinafter referred to as "Agreement ", for Geotechnical Services to assist the City in executing its Capital Improvement Program. This Agreement is scheduled to expire on June 30th, 2007. B. City desires to enter into this Amendment No. 1 to extend the term of the Agreement to June 30u', 2009. C. City and Consultant mutually desire to amend Agreement, hereinafter referred to as "Amendment No. 1 ", as provided here below. NOW, THEREFORE, the parties hereto agree as follows: 1. Consultant shall perform various geotechnical services pursuant to this Amendment No. 1 and according to the Request to Extend On -Call Services Agreement dated April 19, 2007, attached hereto as Exhibit A. 2. Compenstaiton to the Consultant for for services performed pursuant to this Amendment No. 1 for all work performed from July 1, 2007 to June 30, 2009, including all reimburseable items and subconsultant fees, shall be based on the attached Schedule of Billing Rates (Exhibit B). 3. The term of the Agreement shall be extended to June 30, 2009. 4. Except as expressly modified herein, all other provisions, terms, and covenants set forth in Agreement shall remain unchanged and shall be in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1. on the date first above written. APPROVED AS TO FORM: By; A, ( , ff Aaron C. Harp, Assistant City Attorney for the City of Newport Beach ATTEST: By: LaVonne Harkless, City Clerk CITY OF NEWPORT BEACH A Municipal Corporation By: Mayor for the City of Newport Beach COAST SURVEYING, INC.: By: Kris R. Lutton, P, REA II Title: Senior Vice President Print Name: By: (Financial Officer) Print Name: Attachment: Exhibit A — Request to Extend On -Call Services Agreement Exhibit B — Shedule of Billing Rates f: luserslpbwlsharedlagreementslfy 07- 081oncall serviceslHarrington Amendmentdoc 1 �t -a alt April 19, 2007 Mr. Michael J. Sinacori, P.E. CITY OF NEWPORT BEACH 3300 Newport Boulevard Newport Beach, CA 92658 -8915 Re: Request to Extend On— Call Services Contract Dear Mr. Sinacorl: EXHIBIT A PROPOSAL DUE April 20, 2007 Harrington Geotechnical Engineering Inc., appreciated your kind compliments and the opportunity to be of continual service to the City. Certifications for technicians likely to participate on City projects are enclosed. As always, we would like a minimum of 24 hour advance notice to dispatch our personnel. However, as in the past we will respond with less notice if at all possible. We have enclosed the resume of Joseph Welch, P.E.; R.G.E., R.E.&, who will provide assistance on any technical issues that may arise on City projects. A revised fee schedule that will be in effect for July 1, 2007 through June 30, 2009 is enclosed. These new rates include CPI increases and anticipated increases determined by the director of industrial relations. Again, we appreciate being able to provide our services to the City and look forward to being of continued service. If you have any questions, please do not hesitate to call. Very truly yours, HHAARRINGTON GEOTECHNICAL ENGINEERING, INC. Jr EA Vice President DPH: mvp Enclosures TaNMaln Corporate Center, 1590 North Brian Street. Orange. CA 92867 (714) 637-3093 • (800) 924-7645 • FAX (714) 637 -3096 Personnel Principal Engineer /Geologist .................................................... ............................... $ 85 Per Hour Senior Engineer/ Geologist ..................................................... ............................... S 85 Per Hour Supervisor ................................................................. ............................... S 75 Per Hour Geotechnical Aide ........................................................... ............................... S 65 Per Hour Senior Technician (Soil, Concrete, Asphalt Concrete) ................................. ............................... S 55 Per Hour Technician (Soil, Concrete, Asphalt Concrete) ..................................... ............................... S 52 Per Hour Special Inspector (Grading) .................................................... ............................... S' 80 Per Hour Special Inspector (Building Construct ion) .......................................... ............................... S 65 Per Hour Draftsperson ................................................................ ............................... $ 60 Per Hour Clerical Personnel ........................................................... ............................... $ 36 Per Hour Field Vehicles/Equipment Field Vehicle .......................... ....................................... ........:.....................$ 6 Per Hour Nuclear Gauge ................................................................. ..............................5 6 Per Hour Prevailing Wage Projects Senior Technician (Soil, Asphalt Concrete) /Special Inspector (Building Construction) - Site Time .. ............................... $ 80 Per Hour'2 - Travel Time ............... 1 .............. $ 67 Per Hour=s Notes:. ! - This rate is subject to change in accordance with prevailing wage rases set by the Director of Indmirial Relations. July 1, 2008 thru June 30. 1009, Site Time $82.00, Travel time $68.00 S - Nuclear Gauge and/or Field Vehicle charge included. . - Travel time does not apply to Special Inspector. Preparation of Certified Payroll Report .................... ............................... ...........................$100 each Consulting on Legal Matters - Deposition Testimony, Expert Witness Testimony, Preparation for Trial and Court Appearances Principal Engineer /Geologist ..................:...... ............................... ...........................$300 Per Hour Senior Engineer/ Geologist..._ ....................... ............................... ...........................$275 Ter Hour ($1,200.00 Minimum Professional Fee Per Case) Basis of Charges Travel time will be added to job site time to detemune total charges. Overtime will be billed at 1.5 times the appropriate hourly rate for time in excess of eight hours per day and for work performed on Saturdays. Charges for work performed on Sundays and/or holidays will be billed at two times the appropriate hourly rates. Minimum charges for Special inspector (building construction) will, per industry standard, be determined as follows: 4 hours for inspections performed before noon or beginning after noon, 8 hours for inspections performed in excess o£4 hours or extending past noon. A minimum of four (4) hours will be charged for any field services and a minimum fee of $400 will apply to any project. A minimum of two (2) hours, including travel time, will be charged for each site visit Prevailing Wage Projects Daily straight time rates will apply to first 8 hours worked Monday- Friday. Overtime rates will apply as follows: Daily - I.Sx straight time raze for first. 4 overtime hours, 2.Ox straight time rate for overtime hours in excess of 4 hours; Saturday - 1.5x straight time rate for first 12 hours, 2.Ox straight time rate for overtime in excess of 12 hours; Sunday /Holiday - 2.Ox or 3.Ox straight time rate, depending on holiday. Geotechnical Laboratory Charges Maximum Density- Optimum Moisture Test - ASTM D1557 ..................................... I.................................................. S 85 Each - California Method 216 .................................................. ............................... S IOOEach -I -Point Verification(ASTM D1557) ....................................... ............................... S 55 Each Moisture Content Test ........................................................... ............................... S 15 Each Moisture & Density Test ......................................................... ............................... S 17 Each Sieve or Hydrometer Analysis ...................................................... ............................... $ 63 Each Sieve & Hydrometer Analysis Combined .............................................. ....................'1.....:... S 115 Each (over) Sand Equivalent Test ................................................................................... _ : .... .�. .. .. S 37 Each Collapse Potential Test .................. ;..� ............................ .................................. v ....... S.. 90 Each Consolidation Test- With Time Rate ...................................................................... * ......... $ 140 Each . - Without Time Rate .... ....................................................................... S. 95Each Direct Shear Test -Fast ........................................................................................ S 120 Each' •Add $50 Fabrication Charge for Tests on Remolded Specimens. Atterberg Limits (LL & PL Only) ....................... . : ..... . .................................................. 5135 Each Expansion index Test ..................................................... ; ................................... I .... S 90 Each Hveern tabilometer (R-value) Test - (Soil) ..................... ....................... I .............................. $ 195 Each Hveem Stabilometer (R-value) Test - (Aggregate Base) (Cal 301 or ASTM 2844) ................................... ......... S 210 Each Water-Soluble Sulfate Test ......................................................... ............................... S 45Each Concrete Coring 2" to 8" diameter up to 6" thick .................................................................................. $ 65 Per Core Additional thickness ............................ : ................................. ; ................... $ 12 Perinch Mobilization-Demobilization Charge (Portal-to-Portal) ......... : .. .. ................................................. $ 125 Per Hour Concrete Laboratory Charges Compression Test Concrete Cylinders (ASTM C39) ....................................... . .. ............................. S 18 Each Mortar Cylinders (ASTM C39) ........................................................................... $ 18 Each Grout Prisms (Uniform Building Code Standard 24-28) ........................................................ S 18 Each SamplePick-Up ................ .............................................................................. S Quotation •Includes Molds & Report of Results Asphalt Concrete Laboratory Charges Maximum Density Determination (Cal 304m 2 pt, Average) ....... ; ............... ....................................... S 160 Each Stability Value (Cat 366) ........................................................................................ ; $ 100 Each Extraction/Gradation .......... ; ................................................................................. $ 160 Each EquipmendSupply Charges Organic Vapor Meter (Minimum Charge) : ....................................................................... $120.00 Per Day Brass Sample Tubes w/Teflon Lines & Plastic Caps (2.5" Dia. x 6" Long) .......................................................................................... $ 15 Each Drill Rig/Buildozer/Backhm, Sample Tubes, Misc. Services (Airphotos, Chemical Laboratory Testing, etc.) ......................... Cost + 15% Coring Portland Cement Concrete or Asphalt Concrete Pavement ............ I ................... ...................... : .... Quotation Miscellaneous Charges The charge for any tests not indicated above will be billed at cost plus 15 percent. Laboratory technician time will be billed at the ratc.of S65 per hour Fax Tmnsmission ($5.00. minimum) ............................................................................ $ 1.00 Per Page Effective Date. q ' . This Fee Schedule will remain in effect throughout the period July 1, 2007 through June 30,204, unless new prevailing wage rates are issued by the DIR before June 30, 2007. Expenses Job-related expenses (per them long distance telephone calls, permits, outside printing services, special tests, etc.) will be billed at cost plus 15 percent. Report reproduction (in-house) will be billed at cost. sent c ed n progress be' ued n completion of se Payment is e u p en do O's u 0 hi days from of oic Past due accou y be o of I mu y 10 for or" ll bet (14) c days completion Fees Past cpPX�l Ter co er Monthly - v ces of invoice vo' d, - Inot t le m 'Our ec g 0, is etc p annum ib� max bylaw n 'aid a ca ch e p num n ' aid in ection sin ed in connect on w, d account be charged t (EFFECTIVE JULY 1. 2007 - JUNE 30, 2009) 0-&0 AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT WITH LEIGHTON CONSULTING, INC. FOR ON -CALL GEOTECHINCAL SERVICES THIS AMENDMENT NO. 1 TO PROFESSIONAL SERVICES AGREEMENT, entered into this day of , 2007, by and between the CITY OF NEWPORT BEACH, a municipal corporation, (hereinafter referred to as "City ") and LEIGHTON CONSULTING, INC. a California corporation whose address is 17781 Cowan, Irvine CA 92614 -6009 ( "Consultant "), and is made with reference to the following: RECITALS A. On September 12th, 2005, CITY and CONSULTANT entered into a On- Call Professional Services Agreement, hereinafter referred to as "Agreement ", for Geotechnical Services to assist the City in executing its Capital Improvement Program. This Agreement is scheduled to expire on June 30th, 2007. B. City desires to enter into this Amendment No. 1 to extend the term of the Agreement to June 30th, 2009. C. City and Consultant mutually desire to amend Agreement, hereinafter referred to as "Amendment No. 1 ", as provided here below. NOW, THEREFORE, the parties hereto agree as follows: 1. Consultant shall perform various geotechnical services pursuant to this Amendment No. 1 and according to the Request to Extend On -Call Services Agreement dated April 20, 2007, attached hereto as Exhibit A. 2. Compenstaiton to the Consultant for for services performed pursuant to this Amendment No. 1 for all work performed from July 2, 2007, to June 30, 2009, including all reimburseable items and subconsultant fees, shall be based on the attached Schedule of Billing Rates (Exhibit B). 3. The term of the Agreement shall be extended to June 30, 2009. 4. Except as expressly modified herein, all other provisions, terms, and covenants set forth in Agreement shall remain unchanged and shall be in full force and effect. IN WITNESS WHEREOF, the parties hereto have executed this Amendment No. 1 on the date first above written. APPROVED AS TO FORM: CITY OF NEWPORT BEACH By, A 4L. 4 46iG Aaron C. Harp, Assistant City Attorney for the City of Newport Beach ATTEST: LaVonne Harkless, City Clerk A Municipal Corporation By: Mayor for the City of Newport Beach COAST SURVEYING, INC.: in Kris R. Lutton, P, REA II Title: Senior Vice President Print Name: By: (Financial Officer) Print Name: Attachment: Exhibit A — Request to Extend On -Call Services Agreement Exhibit B — Shedule of Billing Rates f :luserslpbMsharedlagreementslfy 07 -081on -call serviceslLeighWn amendmentdoc 4 Leighton Consulting, Inc. A LEIGHTON GROUP COMPANY April 20, 2007 Michael J. Sinacori, PE Principal Civil Engineer City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92658 -8915 Subject: Request to Extend On -Call Services Contract Dear Mr. Sinacori: EXHIBIT A Leighton Consulting, Inc. has valued your city's business, and we are excited at the opportunity to continue to provide you geotechnical engineering and testing services. In response to your letter dated April 12, 2007, we are providing you a local staffing list, resumes of our Key Personnel, and our Prevailing Wage rates effective through December 31, 2009. Locality and Response Time Capabilities: Our Irvine office is located less than 10 miles from City Hall, which means our staff can quickly mobilize to project sites anywhere in Newport Beach.. Length of Service: As an ENR Top 500 Design firm, Leighton is celebrating a 45 -year - heritage of providing geotechnical engineering services throughout the region. We are a firm of California- licensed Geotechnical and Civil Engineers, Professional Geologists and Certified Engineering Geologists, and certified technicians with many years of experience working on projects throughout Newport Beach. We appreciate the opportunity to continue working with the City of Newport Beach. I am available to you for any questions you may have at my direct phone number: 949 - 681-4203. Inc. Kris R. Lutto4,AG, REA If Senior Vice President 17781 Cowan ■ Irvine, CA 92614 -6009 949.253.9836 ■ Fax 949.250.1114 ■ www.leightGneorisutfing.com EXHIBIT B 2007 PREVAILING WAGE FEE SCHEDULE PROFESSIONAL SERVICES Technical Staff ................................................................. ............................... Hourly Rate Laborer" .......................................................................................... ............................... $95 Soil /Field Technician" ..................................................................... ............................... 110 Staff Engineer /Geologist/Scientist/Field Supervisor ........................ ............................... 115 Senior Staff Engineer /Geologist/ Scientist ........................................ ............................... 131 Operations Manager /Equipment Operator ...................................... ............................... 152 Project Engineer /Geologist/ Scientist ............................................... ............................... 152 Senior Project Engineer /Geologist/ Scientist .................................... ............................... 168 Associate......................................................................................... ............................... 189 Principal............................................................... ............................... ............................ 205 SeniorPrincipal ................................................................................ ............................... 247 Technical Support Staff .................................................. ............................... Hourly Rate Administrative Assistant/Word Processor ........................................ ............................... $74 CAD Operator/Technical Illustrator /GIS Specialist .......................... ............................... 105 EngineeringEquipment .......................... ............................... ...........................Unit Rates VehicleUsage .................................................................... ............................... $11 per hour Tiltmeter, Inclinometer Units ............................................... ............................... 200 per day Nuclear Soil Gauge ............................................................... ............................... 84 per day GPSStation ........................................................................ ............................... 168 per day Other Equipment ............................................................. ............................... Upon Request Leighton Other Terms and Conditions • Overtime for field personnel (all technician and staff levels) will be charged at 1.5 times basic hourly rate listed above. • Expert witness testimony will be charged at 2.0 times the above rates, with a minimum charge of four hours per day. • Proposals are valid for 30 days, unless otherwise stated in the proposal. • Heavy equipment, subcontractor fees and expenses, travel, shipping, reproduction, and other reimbursable expenses will be invoiced at cost plus 20 %, unless billed directly to, and paid by client. • Client agrees to provide all information in Client's possession about actual or possible presence of buried utilities and hazardous materials on the site, and agrees to reimburse Leighton Consulting for all costs related to their unanticipated discovery. • �. f liabililyJo-a�for the oroiect. ices. • Minimum Hourly Charges for Field Technicians: • 1. Monday- Friday 2 hours minimum • 2. Saturday and Sunday 4 hours minimum Effective through December 31, 2009, after which remaining work will be billed at then - current rates. '" Subject to change based upon project advertised date. 1 -07PW 17781 Cowm I Irvine U 926141 949 - 259 -1421 Identification and Index Properties (ASTM) ............. Unit Rate Moisture Content ............................... ............................... $16 Moisture and Density (ring samples) ... ............................... 26 Moisture and Density (chunk sampl es) ............................... 58 Moisture Content & Density (Shelby tubefcutting ) ............. 63 Atterberg Limits (3 moisture points) ...... ............................121 Three Stage Triaxtat Tests ................... ............................608 Atterberg Limits ( organic) .................. ............................... 182 Single Point(Non- plastic ...................... ............................... 84 Visual classification of point as non - plastic ......................... 11 Particle Size: Sieve (passing 1 %cinch to - #200) ................ 74 Sieve (passing 64nch to - # 200) ........ ............................... 135 Hydrometer only ................................ ............................... 110 Sieve and Hydrometer (1% cinch) ....... ............................... 158 Dispersive Charactedstkx of Clay Soil (double hydrometer) ..................... ............................... 89 Specific Gravity: Fine (passing # 4) ...... ............................... 89 Coarse (retained on # 4) ....................... ............................... 84 Total Porosity — On Shelby tube sample — calculation only .............................. ............................137 Total Porosity — On other sample — calculation only....... 105 Photograph of sample ........................... .............................11 236 Shrinkage Limits (wax method) ............ ............................126 Pinhole Dispersion ............................. ............................... 210 Sand Equivalent (SE, CTM 217) ......... ............................... 89 Percent Passing #200 Sieve, wash sieve, 47 only (ASTM D 1140) ..................... ............................... 58 Soil Chemistry pH $42 Electrical Resistivity — single point — as- received moisture. 42 Minimum Resistivity (minimum of 3 moisture points) .......... 89 pH and Minimum Resistivity ................ ............................131 R- Value, lime or cement treated soils (57% additive) ....... Sulfate Content — Gravimatdc ............. ............................... 68 SulfateScreen ..................................... ............................... 32 Chloride Content ................................. ............................... 68 Corrosion Suite: pH, chloride, minimum resistivity and sulfate ( gravimetric ) ....................... ............................221 Organic Matter Content (ASTM D 2974) ............................ 63 Compaction (moisture and density curves) Standard Proctor (ASTM D 698) Compaction - 4 points 4 inch diameter mold ..................... ............................182 6 inch diameter mold .................. ............................... 215 Modified Proctor (ASTM D 1557) - 4 points ........................... 4 inch diameter mold .................. ............................... 193 6 inch diameter mold .................. ............................... 225 CheckPoint ......................................... ............................... 79 Relative Density (0.1 cubic foot mold ) .............................. 236 Caltrans Wet Density Compaction Curve (CTM 216) ....... 215 California Bearing Ratio (CBR) — 3 points' .................... 557 —1 point ` .......................................... ............................... 184 Shear Strength (ASTM) Pocket Penetrometer ......................... ............................... $16 Torvane................................................. .............................16 Single Normal Load Direct Shear ......... ............................105 3 Load Direct Shear, Consolidated Undrained (0.05 in. /min.) ............................... ............................265 3 Load Direct Shear, Consolidated Drained ( <0.05 irr/min.)305 Remolding or Hand Trimming of specimens (3 points) ....... 78 Residual Shear— price per additional one -way passper point ............................... ............................... 58 Torsional Shear ................................. ............................... 620 17781 Cowan I Irvine. CA 92B141 949 - 250 -1421 Leighton Oriented or Block Hand Trimming ......... .............................58 Static Uniaxial and Triaxial Strength Tests (ASTM) Unconfined Compression (with stresststrain plot) ............. $89 UU Test— UnconsolidatedlUndrained (per stress) ........... 168 Consolidated Undrained (CU,R) (per stress) ....................347 Three Stage Triaxtat Tests ................... ............................608 Consolidation and Swell Tests (ASTM) Consolidation (wfone time deformation curve) .............. $194 Each Additional Time Deformation Curve ..........................47 Each additional loadfunload who Time Deformation Curve. 42 Expansion Index (El, ASTM D 4829 -03 ) ...........................131 Expansion Index (UBC 18- 12) .............. ............................165 Swell/Collapse Test (A) 10 normal loadfunloads who time curves ............................. ............................289 Single Load Swell/Collapse Test (B) Seat, bad, and inundate .. ............................... ............................105 Collapse Potential of Sails (ASTM D 5333 - 03) .................194 Laboratory Permeability Tests Permeability (Hydraulic Conductivity) ...... ............................... — Undisturbed driven tube sample ........ ............................194 — Remolded specimen ....................... ............................... 236 Triaxial Permeability (at one effective stress ) ...................294 - Each Additional Effective Stress ......... ............................121 - Hand Trimming for Horizontal K .......... .............................58 - Daily charge for Long Tenn Tests (> 7 days) ................... 47 Remolding of Test Specimens ............. ............................... 58 Air Permeability (Includes moisture & density) .................100 Air Permeability (modified for soils) ...... ............................173 Caltrens Tests (California Test Methods) R- Value, untreated soils (CTM 301, 312000) .................. $289 R- Value, lime or cement treated soils (57% additive) ....... 338 Sampling Equipment Charges ................. ............................... Box of Sample Rings (28 samples per box) ............ $125/box Daily Ring -Lined Drive Sampler Equipment Usage..... 37/day All soil samples should be free of hazardous materials. Standard turnaround time for test results is 10 working days. Samples wig be stored for 3 months after which they will be discarded. Prior notification is required. if samples need to be stored for a longer time. A monthly storage fee of $10 per bag and $5 per sleeve will be applied. Leighton MATERIALS TESTING AND INSPECTION Task Prodessional Construction Materials Engineering Services Hourly Rate 6100 Project Management / Materials Inspection Manager $105 7100 Principal Engineer 168 7101 Registered Civil Engineer 127 7102 Staff Engineer 99 7103 Administration / Secretarial Time 74 7104 Reports — Test Results 17 each 7105 Review of Files for Final Letter of Affidavit (min. 2 hours) 144 7106 Expert Witness, Consultation and Court Appearances (min. 4 hours) 277 7107 Submittal Review for Compliance with Project Plans and Specifications 144 Task Special Inspection Services HoudvBate 6200 Special Inspection Concrete ICC $68 6201 Special Inspection Past- Tension Concrete ICC 68 6202 Special Inspection Structural Steel/Welding & Bolting ICC 68 6203 Special Inspection Welding AWS /CWI 78 6204 Special Inspection Masonry ICC 68 6205 Special Inspection Masonry DSA 78 6207 Special Inspection Asphalt 68 6208 Special Inspection Fireproofing ICC 68 6211 Special Inspection Shotcrete ICC 68 6212 Special Inspection Shotcrete DSA 78 6213 Special Inspection Epoxy Injection & Anchors 68 6216 Building Inspection ICC 68 6217 Fabrication Inspection (Local) AWS /CWI, ICC, Glulam 78 6218 Fabrication Inspection (Outside Local Area) Quote 6219 Inspector Verified Report (DSA -6) 78 Task Technician Services Hourly Rate 6230 Technician- Materials (ACI Tech/Rebar Tag & Sample) $68 6232 Coring and Sizing (in house) 68 7120 Laboratory Technician 68 6233 Pachometer Survey - Technician 68 6234 Schmidt Hammer Survey - Technician 68 6235 Moisture Testing - Technician 68 6236 Grounding Rod Soil Resistance Test - Technician Quote 6237 mull -out Test on Embedded Bolts, Anchors and Dowels 65 6238 Earth Anchor Hold Down Test (4 Hour, Full Load Application with 5 minimum) Quote 6239 Earth Anchor Hold Down Test (Prelude / Short Term, w/Full Load) Quote 6240 Coring Concrete, Masonry or Asphalt in Field Quote 6241 Sawing Concrete, Masonry or Asphalt in Field Quote 6242 Pick -up and Delivery - Standard 84/hip 6243 Technician Travel Time (>40 mile radius from Leighton Consulting laboratory) 71/hour Task Eauipment Charces Daily Rate 6300 Skidmore - Wilhelm Bolt Cell $42 6301 Torque Wrench 16 6302 Air Meter 21 6303 Pachumeter 53 6304 Schmidt Hammer 32 6306 Vibrating Probe (Concrete) 42 6307 110V, 50A Generator 125 17781 Cman I Irvine. CA 926141 949 -256 -1421 Leighton Task Concrete Strength Characteristics Method Per Test 7200 Concrete Cylinders (64nch by 12 -Inch) - Compression ASTM C-39 $23 7201 Gunite /Shotcrete Cores (Lab Coring & Testing Only) ASTM C-42 56 7202 Lightweight Fill Concrete (34nch by 64nch) ASTM C -495 36 7203 Compression, Concrete or Masonry Cores (testing only) 56 -inch diameter ASTM C-42 36 7204 Splitting Tensile — 64nch by 12 -inch cylinder ASTM C -496 42 7205 Flexural Strength of Concrete (Simple Beam with P pt. Loading) ASTM C-78 58 7206 Mix Design, Determination of Proportions 200 7207 (Nix Design, Review of Existing 150 7208 Laboratory Trial Batch with Slump, Unit Weight & Air Content ASTM C-192 473 7209 64nch by 124nch Cylinder, Make and Test (lab trial batch) ASTM C-192 23 7210 3 4nch by 64nch Grout Prisms, Make and Test (lab trial batch) ASTM C-192 23 7211 64nch by 64nch Flexural Beams, Make and Test (lab trial batch) ASTM C-192 34 7213 Cylinder Molds, 64nch by 12 -inch, 24nch by 4 -inch when not used with testing 3 7214 Unit Weight of Hardened Light weight Concrete ASTM C -567 34 7215 Rapid Cure Concrete Cylinders (Boil Method) ASTM C 4684 34 7216 Drying Shrinkage (Four Readings, up to 90 days, 3 bars) ASTM C- 157 263 7217 Modulus of ElasticitylPoisson's Ratio 3-inch by 6-inch cores ASTM C469 368 7374 Compressive Strength - Concrete Cylinder t CTM 521 23 7376 Flexural Strength of Concrete (simple beam wl center point loading) t CTM 523 84 Task Aggregate Properties Method Per Test 7240 Sieve Analysis of Fine and Coarse Aggregate ASTM C -136 $135 7241 Sieve Analysis -Finer than #200 (Wash) ASTM C -117 79 7242 LA Rattler- Smaller Coarse Aggregate < ASTM C -131 163 7243 LA Rattler - Larger Coarse Aggregate > ASTM C -535 189 7244 Soundness Magnesium, Sodium ASTM C-88 215 7245 Organic Impurities ASTM C40 68 7246 Clay Lumps, Friable Partldes ASTM C -142 131 7370 Soil & Aggregate Preparation & Sieve (Fine & Coarse Aggregate) " CTM 201 & 202 263 7373 Grading & Specific Gravity Calculation " CTM 105 - 79 7247 Durability Index CTM 229 131 7248 Cleanness Value of Coarse Aggregate CTM 227 105 Task Masonry Method e t 7260 Mortar Cylinders (24nch by 4 -inch) ASTM C -780 $23 7261 Mortar Cubes (24nch by 2 -inch) ASTM C -109 23 7262 Grout Prisms (3 -inch by 6 -inch) ASTM C -1019 23 7263 Compression, Concrete or Masonry Cores, s& -inch diameter (Testing Only) ASTM C-42 34 7264 CMU Compression (3 required) to size 8 -Inch by 8 -inch by 164nch ASTM C -140 45 7265 CMU Compression (3 required) greater than 8 -inch by 8 -inch by 164nch ASTM C -140 50 7266 CMU Moisture Content, Absorption & Unit Weight (6 required) ASTM C -140 84 7267 Masonry Efflorescence (5 required) ASTM C-67 63 7268 CMU Linear Drying Shrinkage ASTM C-426 95 7269 CMU Grouted Prisms (compression test s 8 inch by 8 -inch by 16 -inch) ASTM E-447 158 7280 CMU Grouted Prisms (compression test > 84nch by 8 -inch by 164nch) ASTM E-447 210 7281 Masonry Core-Shear Title 24 (Test Only) 63 Task Brick Method Per Test 7290 Compression (5 required) ASTM C-67 $40 7291 Modulus of Rupture (5 required) ASTM C-67 40 7292 Absorption, Soak (5 required) ASTM C-67 32 7293 Absorption, Boil (5 required) ASTM C-67 32 7294 Absorption, Saturation Coefficient (5 required) ASTM C-67 47 7295 Initial Rate of Absorption (5 required) ASTM C-67 40 7296 Efflorescence (5 required) ASTM C-67 53 7297 Efflorescence with Mortar (5 required) ASTM C-67 63 17181 Cowan I Irvine. CA 926141949-250-1421 Leighton Task Steel Reinforcement Method Per Test 7300 Tensile Test, Up to No. 10 ASTM A- 370 $42 7301 Tensile Test, No. 11 and over ASTM A -370 89 7302 Bend Test, Up to No. 8 ASTM A -370 34 7303 Bend Test, No. 9 and over ASTM A-370 50 Task Structural Steel Method Per Test 7310 Tensile Strength, 5100,000 pounds axial load ASTM A- 370 $42 7311 Tensile Strength, 100,000 to 200,000 pounds axial load ASTM A -370 58 7312 Bend Test ASTM A-370 37 7313 Pipe Flattening Test ASTM A-370 Quote 7314 Machining and Preparation of Samples ASTM A -370 50 7315 Brinell & Rockwell Hardness Test ASTM A -370 53 7316 Chemical Analysis, Carbon and Low Alloy Steel Quote Task P��tressing Method Per Test 7320 Prestressing Wire ASTM A -416 $158 7321 Sample Preparation (cutting) 50 7322 Prestressing Cable, 7 Wire (Breaking Strength/Modulus of Elasticity) ASTM A-416 168 Task Weld Procedure and Welder Qualifications Unit Rates 6320 Welder Certffication/Weld Procedure Review (AWS /CWI) $74 /hour 7330 Weld Tensile Test 40 each 7331 Weld Bend Test 28 each 7332 Weld -Macro Etch 45 each 7333 Bolt Tensile Test 50 each Task Fireproofing Method Per Test 7340 Unit Weight (Density) UBC Std. 7 -6 $53 7341 Cohesion/Adhesion UBC Std. 7-6 62 Task Asphalt Concrete. General Testing Method Per Test 7350 Extraction, Percent Asphalt and Gradation ASTM D 217210 136 $194 7351 Extraction & Percent Asphalt (only) ASTM D 21T2 152 7355 Extraction and Gradation Only ASTM D 2172/ C 136 175 7352 Bulk Sp Grav — Molded Specimen or Cores ASTM D -1188 53 7353 Maximum Density - Hveem CTM 308 84 7354 Stabilometer Value CTM 366 263 7357 Bituminous Mixture Preparation CTM 304 79 7377 Moisture Content of Asphalt t CTM 370 58 7378 Sampling Highway Materials/Products (Roadway Structural Sections) r CTM 125 per hour Quote 7379 Extraction by Ignition Oven CTM 382 (8/2003) 55 Rubberized Asphalt add 25% yak Mix Design/Control Method Per Test 7360 Mix Design — Hveem Including Aggregate Tests per Design ASTM D 1560 /CTM 366 Quote 7361 Mix Design — Marshall Including Aggregate Tests per Design ASTM D 1559 Quote 7362 Field Mix — Hveem Stability per point ASTM D 1560 /CTM 366 $158 7363 Field Mix - Marshall Stability per point ASTM D 1559 158 Task Moisture Vapor Emission RateJMVER) Test Method Per Test 6325 Moisture Test Kit (excludes labor to perform test) ASTM E -1907 $57 Task Outside Services Non - Destructive Testing (NDT) of Welds ANSI Quote Radiographic Testing Quote `soil t material .. soil & materials 17781 Cuwan I Irvine, CA 926141949-259-1421 Leighton Basis of Charges for Materials Inspection and Testing REGULAR WORK HOURS: First 8 hours between 6:00 a.m. and 5:00 p.m. Monday through Friday, except holidays. TIME AND ONE HALF: After 8 hours and up to 11 hours Monday through Friday and Saturdays. DOUBLE TIME: After 11 hours and Sundays. TRIPLE TIME: Holidays: New Years. Memorial Day, Independence Day, Veterans Day, Thanksgiving and the day after Thanksgiving. Christmas Day and Labor Day. MINIMUM HOURLY A. Special Inspector (Field Time Only) CHARGES— 1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ..................2 Hours Inspectors & Technicians: 2. One -half working day or less ........................................................ ..............................4 Hours 3. Over one -half working daylor begins before noon and extends into afternoon ..........8 Hours B. General Inspector (Field Time Only) T. One -half working day or less ........................................................ ..............................4 Hours 2. Over one -half working day /or begins before noon and extends into afternoon ..........8 Hours C. Technician — FieldlConcrete 1. Cancellation of Inspections not canceled by 4:00 p.m. on preceding day ..................2 Hours 2. One -half working day or less ........................................................ ..............................4 Hours 3. Over one -half working daylor begins before noon and extends into afternoon ..........8 Hours CYLINDER HOLDS: After all designated 28-day breaks for a given set meet specified compressive strength, all "hold" cylinders will automatically be disposed of, unless specified in writing prior to the 28-day break. OUTSIDE SERVICES: Outside services performed by others and direct costs expended on the client's behalf are charged at cost plus 20 %. These expenses Include equipment rental. parking, subsistence, photographs, co- insurance endorsement. etc. REPORT CHARGES: Secretarial time will be charged at $70 per hour. A maximum of 6 copies will be issued for each report. FILE SEARCH & Minimum $70 will be charged for Secretarial Time. REISSUE OF REPORT: REPORTING: All reports contracted for by the client will be considered confidential information and submitted directly to him. We will require the authorization of the client prior to distribution to parties other than those designated in Section 1701 of the Uniform Building Code or Title 24. Part 1, California Administrative Code. PAYMENT TERMS: Pa j M for se ce iid u pup! pre do . not tlu in days of the t ce date y will be con ' std nd a ca he a of % th or t mum re (lowed b law wil added un aid ce, until in II. me s or oth er sets in rred in coll n9 d inque is ad ad to nts ue d s [I aid by the party in ced. COMPLETION: Inspector will remain on job until discharged by designated competent authority. CANCELLATION: No Charge if made before 4:00 p.m. of the preceding work day. See Minimum Charge. PARKING: When not furnished for Inspector. parking will be charged at cost plus 20 %. SUBSISTENCE: On remote jobs, subsistence, when not furnished for Inspector, will be charged at cost plus 20 %. INSURANCE: We carry workers compensation, general, auto and professional liability Insurance. LICENSES & PERMITS: T PREVAILING WAGE: The hourly rates provided are in compliance with prevailing wage requirements. As the rates for California Prevailing Wage Increase, our hourly rates will increase accordingly. 17781 Cavan I Irvine, CA 926141 949 -256 -1421