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Home My WebLink AboutN2017-0217City of Newport Beach IIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIII I IIII IIIIIIII III Permit No: N2017-0217 100 Civic Center Drive, Newport Beach, CA 92660 N 2 0 1 7 0 2 1 7 Permit Counter Phone (949)644-3311 Project No Online Inspection Request - www.newportbeachca.gov / Online • `�`` Services BANNED Inspection Requests Phone (949)644-3255 Job Address: 2033 PORT WEYBRIDGE PL NB Thomas:Guide: 889G6 Description : REMOVE AND REPLACE BROKEN CONCRETE ON DRIVEWAY APPROACH (W=20', X=T), TWO (2) NEW CURB CORE PER CITY STD-184-L, PIP EXISTING TREE Parcel # : 4580-830-6 - Legal Desc : N TR 6624 LOT 23 Owner: CHINOWSKY-WINK Contractor: FLUEGGE CONSTRUCTION INC Phone: 0 Phone: 949-275-7311 Address : 2033 PORT WEYBRIDGE PL Address : 27762 ANTONIO PKWY L-1 #422 NEWPORT BEACH, CA LADERA RANCH CA 92694 Contractor State Lic: 844285 Applicant: FLUEGGE CONSTRUCTION INC License Expire : 08 31, 2018 Phone : [ Address Business License: BT30048008 Business Expire : 07 31, 2017 Special Cond.: PRE -CONSTRUCTION MEETING REQUIRED Workers' Compensation Insurance - - WITH PUBLIC WORKS INSPECTOR Carrier: WC EXEMPT Policy No: (NO EMPLOYEES) W. C. Expire: Permit Processing Fee: $241.00 Sewer Connection : $0.00 Total Fee $571.00 Agreement Fee: $0.00 4TT Box Cover: $0.00 Paid : $571.00 Traffic control Plan Check : $0.00 Total Water Meters: $0.00 Balance : $0.00 Inspection Fee : $330.00 Water Meter Connection : $0.00 Receipt No: Refundable Deposit: $0.00 Total Water Meter Box: $0.00 Street Tree Fee : $0.00 Adjustment : $0.00Z- Processed By : Date: _/_/ Other Department: Date : Utilities Approval : Date : _/_/ Permit Denied Date : �_. �l 3 261-1 Traffic Approval : Date: _/_/ Issued Permit : C = ' Date: General Services Approval : Date: _/_/ COMPLETE THE BELOW INFORMATION PROJECT ADDRESS: ,2-o 3 3 r DETAILED DESCRIPTION OF PROPOSED WORK: %Z/Z- O ICSrJ rU d1J 0q114 S 00 /N APPLICANT: �� Phone: Email Address: Mailing Address: 7- 7) G z-4--TAUI o L City/State/Zip: OWNER: E /q (,tiJN iG Phone: - 2h7 . 3 S Email Address: 14.,14 ►16 d b 0- jA4,411, c.om Mailing Address: �0 33 0✓ w r�iir�l� r�G City/ tate2ip- /� ONTRACTOR: Office Phone: Company (if different): Its Phone: Other Phone: Email Address: � C—D,�,S�9'�� H Mailing Address: Z'Y) U S / City/State/Zip: J`'Z 109�1 State License Number & C as : s Expires: e, City Business License Number: Expires: WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: �� PolicyNo: Expires: MunicipalO rations: 949-644-3055 49-644-3011 st : 949-644-3083 Special Conditions of Permit: r� - C c��S�C �ti� �ti ►2 C t� ll l,U `''1 p vv Vl 11L.. Utilities: Municipal Operations Traffic: 0 Fire: 0 Other: Eng•neerin Technician: Permit Specialist Date: Permit No. IN2017- f./userWpbwfshar"encroadVmasW&VepworkO".xls Public Works Department 949-644-3311 100 Civic Center Drive, Newport Beach, CA 92660 2G3� Pcr-l- Wc,,.1br1c1gP- FI iAoge Permit Processing Fee: Public Works Only $241.00 Other Department $275.00 [n Agreement Fee: Preparation of Report/Agreement $81' Document Recordation Fee $192.00 Monitoring Wells $502.00 9 ...-..MBER: . NUUN2017- a 21-7 Inspection Fee: Qty- Public Works Field Inspection $165.00 2 Utilities Field Inspection $121.00 General Services Inspection $165.00 Water Quality/Artificial Turf Inspection $108.00 Refundable Deposit: Improvements Street/AlleylWalk Closure: $65.00 Newspaper Rack Inspection Traffic Control Plan Check 8-1/2" x 11" $65.00 Sewer Connection Fee 24" x 36" $143.00 4TT Box & Cover Additional THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE R REVENUE DIVISION PRIOR TO PAYMENT OF FEES A TBDeTBD $108.00 Q $.00 $64e $64.00 --- ----- venue Division I city. 1 (Water Meter: Installation Charge $528.00 13/4" Meter $50.25 Water Meter Boxes: 11" Meter $121.50 For Parkway & Sidewalk Area (Box + Cover = Cost) 11 1/2" Meter $285.00 1" Meter: 13.00 + 37.00 $50.00 11 1/2" Turbine Meter $700.00 2: Meter: 27.00 + 61.25 $88.25 12" Meter $425.00 1 12" Turbine Meter $845.00 For Traffic & Alley Areas (Box + Cover = Cost) 13" Meter $3,310.00 1" Meter: 13.00 + 38.00 $51.00e 1 14" Meter $4,730.00 2" Meter: 27.00 + 162.00 $189.00 I 0" Meter $7,190.00' 1 Certificate of Compliance Fee (+100% of My over 3 hrs) $288.00 5200-5029 Development Services Fee (Plan check hourly) $155.00 5200-5015 Final Tract Map Checking Fee $2,488.00 5200-5026 Final Parcel Map Checking Fee - Moderate $2,488.00 5200-5027 Lot Line Adjustment Fee $1,079.00 5200-5028 Park Dedication Fee Zone TBD 405-470 Street Easement/Vacation Fee (+100% of My over 4 hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) -- TBD --- 030-2284 --- Engineering ch: Total Amount Due: I CFor Finance Use Only 41, �I �. G Permit Specialist Receipt No. f /userslpbw/shar"encroacWrnasters/ep front and gad% masters) Rev. 1/&2017 epfee.0eet.x1s-rew9ed 10121r2016 ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT 1 f-ncroactunenl I'ernuts rnav he taken out by the owner of henefiled properly or a licensed contractor A licensed contractor must provide .1 Letter of Authorizationto allow another party to pull a permit An approved copy of Uae permit and construction plan shall be kept at the lob site at all limes VJork. which has been done prior to issuance of a pernul is suhlecl to relrction'luae City reserves the right to void permit if work does not cornmence within 30 days after date of issuance 2 The Permdtee agrees to defend indemnify and hold the (;ity. its aulhonzed agent officers. representatives and employees harmless from anv responsibility. liability, suit or action of any description arising out of any accident loss or damage to persons or property occurring as a result of work undertaken under this permit 3 All work shal! be done it) accordance with the approved plans. Slanoiard Spocial Provisions arrci Standard Drawveys of the City of Newport Beach. and in compliance with all applicable State laws and City ordinances. 4 Pennitlee guarantees all work performed under this permit to be free of hidden and latent defects. Any failures shall be corrected within two weeks after notification to the satisfaction of the Public Works Director 5. A valid Slate licensed contractor must perform all construction within the public right-of-way. unless waived by the Public Works Director A valid Slate Contractor License Class A can perform any work in the public right-of-way. For construction or connection to water lines a valid Stale Contractor License Class C-34 is required. For construction or connection to sewer lines a valid Stale Contractor License Class C-42 is required. 6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L• in the alley, where a minimum half -alley width resurfacing shall be provided unless otherwise directed by the Public Works Dept. Contractors shall obtain permits to perform excavation or trench work from the California Division of Industrial Safety prior to commencing underground construction as required by State law Walls and faces of all excavations over 5 feet in depth shall be protected by a shoring system. sloping of the ground. or other equivalent means. Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected 7 The Public Works Department Inspectors must inspect all work in the Public right-of-way. Forms and subgrade must be inspected and approved before concrete is ordered/poured Sewer. pipelines, and subgrade construction must be inspected and approved before backfilling. or applicant may be required to excavate site. Separate Utilities Department or General Services Department inspections may be required depending on scope of work performed 8 All trench restoration must be inspected by the Public Works Department No utility installation(s) shall be allowed over or within 5 feet of any City utilities, unless approved by the Public Works Department Locate and pothole existing Citv-owned utilities ne water sewer. or street lighting conduits) to verify locations Maintain a one -foot clearance over or under existing City -owned utilities Sewer cleanouls require VCP or PVC SDR35 be used with a 4TT box over the riser 9 Properly lighted barricades must be provided and maintained around all trenches. excavations and obstructions All signs, flags. lights and other warning and safety devices shall conform to the requirements of the current "Manual of Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by lh2 California Department of 1ransportalion If needed, barricades can be obtained from the City at a charge of $1066 per barricade per day, with a minimum charge of $35.00 it is the responsibility of the applicant to place barricades to protect the general public Access to fire hydrants must be maintained at all times. 10 Work within or near beach sensitive areas will not be allowed during, City holidays, spring break. Memorial Day weekend, summer between June 15 and September 15, and during the holiday season from December 19 to January 1. unless approved by the Public Works Department I I Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to acquire a Temporary Street Closure Permit .from the Public Works Department Access for fire, police and emergency vehicles must be maintained at all tirnes Traffic Control must be per Work Area Traffic Control Handbook (WATCH) No nighttime traffic lane closures unless prior approval has been granted Any lane(s) closure on a malor street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday), unless approved by the Public Works Department Ary work affecting the State Highways traffic or within the State Highway right-of-way will require a Caltrans Permit All vehicles shall be lawfully parked 12 This permit does not authorize the closure of sidewalks streets, or alleys for construction access. storage of materials or parking of construction vehicles unless detailed or) an attached Temporary Street Closure 13 Applicant must notify USA at 1.800-227-2600 2 days before starting any underground construction. Applicant must notify all affected residents 24 hours in advance of restricted access and any inconveniences 14 Refuse or unused malenals shall be. removed within 24 hours after completion of the work If not removed. the City may remove and bill the applicant Coordinate alley closures with City s refuse pick-up days by calling 949-644.3066 for the collection schedule so service is not interrupted To place a dumpsler or materials in the public right-of-way. a Temporary Street Closure Permit must be obtained from the Public Works Department WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self -insure. Certificate of Workers Compensation Insurance, or a Certified Copy thereof. Date: Signature: CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) certify that in the performance of the work under this permit, I shall not employ any person so as to become subject to California Worker's Compensation Laws. If, after signing this certificate I become subject to the Worker's Compensation provisions of the State Labor Code, I must co y with the provisions of Section 3700 or this permit shall be deemed revoked. % Date: �" 3 V Signature - CONTRACTOR INo work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Applicant hereby acknowledges he/she as a and understands the terms and I conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after issuance. Permit fees are nonrefundable. —_� Dater- 11'7 Slgna r PORT WEYDR/DGE PLACE GRADING LEGEND t SYMBOLS -----e --- ,�...� ai Zv= D .ren..e..w. • rlor N.. D.,mo,s uem .�i0 SURVEY NOTES: .. �a,t'IarO1M! •�-S-IT� ww°Caa a,�6 binV WND IN i1W ]�,.tl 71 _ GENERAL NOTES: _ ae.a..°rwn rar,sw."�Orra »o.n"�ini,ow�.em�i�r /r�4 ..YIO,I.°ADe, f r.• iAwr rYY.10l. �,�I�m u-I.6 DM1.mIF, •.am M4 r . I.� b 10-A.eim .e O�Y�Yr w.l1v.•b. � ,�A 3 2 tt p 0 SECTION A .rn.eo.,n., Dcue vs-.ro• 2.0 2 - .. .__ t ,# e Ir TD e n x 4 e SEGTIOFfB sw�r, c 9C/L[: ve. ro 6-02 .cxe vs•.ro- . I., &W.t , 5/4/2017 City of Newport Beach Page 13 of 13 6:34:27AM INSP1 SO - Daily Inspection Request Report Requested Inspection Date: 05/04/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address : , 2033 PORT WEYBRIDGE PL Activity : AAO N2017-0217 SubType : Status : APPROVED OWNER: CHINOWSKY-WINK Phone : p Description: REMOVE AND REPLACE BROKEN CONCRETE ON DRIVEWAY APPROACH (W=20', X=3'), TWO (2) NEW CURB CORE PER CITY STD-184-L, PIP EXISTING TREE folr�Ird 1sip�clion{s� Item: 10250 FINAL - PW Requested Time: 5/4/2017 12:00:OOAM Requestor: WEBUSER � 4�� Entered By: WEBUSER 9492757311 Comments: AM- igned to : 77777777777* Inspec J Date: "% Time: PM Comments: l4Cl7' `v� a-irt�r- �� c•�r�r•�sr-.i�a ,are G'`,� 5/w c 111111 (• , • If • U5,11fdadm• �r �_ 1,U4(5 17L */.c/ s . Logged Reffte F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc REPT131 Run Id: 4018 6/8/2017 City of Newport Beach Page 6 of 18 6:34:20AM INSP150 - Daily Inspection Request Report Requested Inspection Date: 05/08/2017 Inspection Type: ENCROACH Inspection Area: PW Site Address: 2033 PORT WEYBRIDGE PL AW D!f111Of11--Nni : Activity : N2017-0217 SubType : Status : APPROVED OWNER: CHINOWSKY-WINK Phone : o Description: REMOVE AND REPLACE BROKEN CONCRETE ON DRIVEWAY APPROACH (W=20', X=3'), TWO (2) NEW CURB CORE PER CITY STD-184-L, PIP EXISTING TREE 1 -apartin Item: 10250 FINAL - PW Requested Time: 5/8/2017 12:00:OOAM Requestor: WEBUSER 9492757311 Entered By: WEBUSER Comments: AM - Assigned to: 77777777777` Inspector: ,� V Date: - SI ime: - ' 00 PM Comments: ti S I?affle F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.doc 0 ROBERTSON'S ROCK * SAND * BASE MATERIALS READY MIX CONCRETE QUALITY CONTROL - TECHNICAL SERVICES FACSIMILE MESSAGE Telephone: (951) 493-6500 ext 6275 FAX #: (951) 493-6446 To: Raymond Serna Attn: Raymond Fax: E-mail: raymondsernainc(ayahoo.com Date: 5/9/2017 From: ROBERTSON'S READY MIX From: Christina Archibald Fax: (951) 280-1442 E-mail: ChristinaA(alrrmca.com No. of Pages _ (INCLUDING COVER PAGE) Subject: Mix design for 2033 Port Weybrige PI. - Newport Beach Message: Please check with the sales department for any possible price changes. ROBERTSON'S ROCK *SAND'` BASE MATERIALS (('rIE �/doss READY MIX CONCRETEP. 12/31/17 Date: 5/9/2017 qlF CAI Concrete Mix Design #: OC65OP41 Project: 2033 Port Weybrige Pl. - Newport Beach Contractor.' Raymond Serna Description: 650-E- 3250P Strength (Pc): 3250 psi WIC ratio: 0.59 Slump: 4 " Sack Content: 6.91 sk. Max. Size of Agg.: 3/8 " Gal/sk.: 6.65 Pump Type: 2" line pump Un. Wt.: 140.0 ALL CONCRETE IS MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 Aggregate Weights are SSD: Moisture in Aggregates Must be Considered When Determining Total Mix Water MIX DESIGN PROPORTION Batch Wt. %used Sp. Gr. Volume Contents: 650 100 3.15 3.31 Cement (ASTM C-150) Fly Ash -Class F (ASTM C-618) 0 0 2.33 0.00 Sand 1916 70 2.62 11.72 1-112"x 3/4" 0 0 2.67 0.00 I" x #4 0 0 2.65 0.00 318" x #6 831 30 2.65 5.02 Water 46.0 gal 383.2 6.14 Entrapped Air 3 % 0.81 Wt. = 3780 Vol. = 27.00 ADMIXTURES: None Memarw 1 ne nra1P_Cr analneer snnula re_VIeW rnls m1Y TO ensure cammlance Ia Inn nMIeci sneClllcarions Size % 1 2" 1 112" ill 314" 112" 318" No 4 No 8 No 16 No 30 No 50 No 100 'Vo 200 1 112" 0 100 95 33 7 3 1 0 0 0 0 0 0 0 1" 0 100 100 95 70 38 12 1 0 0 0 0 0 0 318" 30 100 100 100 100 100 96 18 2 1 1 0 0 0 WCS 70 100 100 100 100 100 100 98 80 60 39 18 6 2 Combined 1 100 1 100 1 100 1 100 1 100 1 100 1 99 1 74 1 57 1 42 28 13 1 4 1 1 Sand Source. - - - Rock Source = Cement: Portland Cement Type ll Fly Ash. Class F (951) 685-2200 ext 6381 P.O. Box 3600 928 Aggregates meet ASTM C-33 ROBERTSON'3 . I(7318-11 i.3.3._' ("Three point c'urve") Date: 05/09/1017 Mix 1.D.: k OC65(1P41 65(1-E-315(1P Project: 2033 Part lieti'brige PI. -Newport Beach Contractor: Raymond Serna Design Datu Designed Strength /' e, = 3250 a I) = 28 DaYs Required Strength 1 = 445 / Projected Strength f p = i(1(17 Designed W/C I IV = 0.59 3 pointc4mi by C/I/ faboruuory soon -ioa -and 6500 Edda 5500 5000 4500 > 4000 Sind f000 Intl :dad t inn and son 9 11 lu.r-< onew Ram- 3-c1Ul' -cJcll' Prole Ct XXX ;_clUi'c/utcf +++ --clur dcutf Om _'X-c/ui' chits! Cun'e cT - 7.10 From Title 24. Method C: and. l ('/ 318-11 i.3.3. l Fine.-Igg Source Robertson's Redlands Coarse Agg Source Robertson's Corona Cement Type 1/11/1' Mitsubishi .Idmixtures done Slump 4" (+/- I") / p = M07 > ft, = 4451 OK Standard Deviation From Compiled Duty OJ'Similar .Mixes Curves developed front dicta prepared bj' (Y/J Laboratories MITSUBISHI CEMENT CORPORATION AAk CERTIFICATE OF TEST Portland Cement - Type 1, II, H (MH) & N' Date: 5/8/2017 Source: Cushenbury Plant, 5808 State Highway 18, Lucerne Valley, CA 92356 ASTNI designation: C 150 - 16 for Type 1, H. 11 (NIH) & V low alkali Cement Production Period CALTRANS Specification: Section 90 - 2.01 for Type 11 modified and V (2006) From: 4/1/2017 Specification: Section 90 - 1.02B(2) (2015) DOT Specification: Section 701.03.01 for Type 11 and V To: 4/30/2017 AZDOTSpecifications Subsection 1006-2.01 for Type 11 and N" Chemical Composition: Silicon Dioxide (SiOz), %, Aluminum Oxide (A1203). "/o Ferric Oxide (Fe2O3), I% Calcium Oxide (CaO), "/o Magnesium Oxide ( IgO), % Sulfur Trioxide (SO3), % Loss on Ignition (LOI), 0/6 Insoluble Residue Total Alkali (%Na:O + 0.658 * "%K:O) Tricalcium Silicate (C3S), (bI % Tricalcium Aluminate (C3A). JbI "/, C4AF+2*C3A Jbi C3S + 4.75*C'3A JbI CO.. '% Limestone. %, CaCO3 Limestone Purity, % PHYSICAL RESULTS: Blaine Fineness (m2/kg) 325 Mesh (% Passing) Autoclave Expansion (%) Time of Set Initial Vicat (minutes) Air Entrainment (% Volume) Heat of Hydration at 7 Days (kJ/kg) False Set, % Color. (L. value) Compressive Strength Test: I Day 3 Day 7 Da-, 28 Day March 2017 ASTNI C-150 Limits Test Type I Type II Type V Results ---- 20.0 ---- Min. 21.2 ---- 6.0 ---- Nlax. 4.1 ---- 6.0 ---- Max. 3.8 ---- ---- ---- 63.2 6.0 6.0 6.0 Nlax. 2.4 3.0 3.0 2.3 %lax. 2.1 3.5 3.5 3.5 Max. 2.0 1.5 1.5 1.5 'flax. 0.54 0.60 0.60 0.60 Flax. 0.53 ---- ---- ---- 54 ---- 8 5 Max. 4 ---- ---- 25 Nlax. 20 ---- 100 ---- Nlax. 73 ---- --- --- 1.3 5.0 5.0 5.0 Max. 3.4 70 70 70 Min. 86 260 / --- 260 / J30 260 / --- Min / llax 387 ---- ---- ---- 98.5 0.80 0.80 0.80 Max. 0.02 45 / 375 45 / 375 45 / 375 Min / Nlax 134 12 12 12 Max. 6.4 ---- ---- ---- (al 357 50 50 50 Min. 85 ---- ---- ---- 56 Type I Type 11 Type N' NIPA PSI %IPA psi MPA psi I.NIPA psi ---- ---- ---- ---- ---- ---- 13.7 1983 12.0 1740 10.0 1450 8.0 1160 Min. 23.9 3471 19.0 2760 17.0 2470 15.0 2180 Min. 31.6 4577 ---- ---- ---- ---- 21.0 3050 Min. 40.9 5935 This cement has been sampled and tested in accordance with AST�I standard methods and procedures. all tests results are certified to comply with the type specification designated above. No other warranty is made or implied. We are not responsible for improper use or workmanship. Ial For information onn. Ibl adjusted per %STNt ( I50 A 1.6 MITSI BISHI CEMENT CORPORATION Tom Gepford Quality Control Manager MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type 1, 11, II (MH) & V Date: 5/8/2017 ASTNI designation: C 150 - 16 for Type 1, 11, II (NIH) & N' IoN alkali Cement Production Period C'ALTRANS Specification: Section 90 — 2.01 for Type 11 modified and V From: 4/1/2017 Specification: Section 90 — 1.02B(2) (2010) N DOT Specification: Section 701 — 3.01 for Type I I and V To: 4/30/2017 >ZDOT Specifications Subsection 1006-2.01 for Type If and V Additional Data Limestone addition ",, Addition: 3.4 SiO2 ("o) 7.0 AI-0I ("") 2.1 Fed ); 0.6 C'a0) (";;) 48.4 Base Cement Phase Composition C ;S 54 C's 19 CIA -4 (,4A1 11 �1 c certil' that the ahme described data represents the material used in the cement manufactured durinL, the production period indicated. NIITSUBISHI CEMENT CORPORATION Cushenbury plant / Ay Tom Gepford Quality Control Manager Corporate I featlquarlers 2S8.3 Last Spring Street, Suite 500, Lung Beach, Cr\ r1(1806 Laboratory .1.310 Airpoi l Way. Long Rt;tch, <.:A 90:1101, Phone 62.420.3355 / Fax 5b2.426.6-124 / \\rch t,ainiuginc.com 'XEN ATTN. MR. lODU DRAGNA Robertson's Reaay Mix Project Testing et Redlands Aggregates =-nal Repor' Reference Information: Materal Sampled Fine Aggregates Source. Redlands rnp is Received 5 24i2016 (Hrov:ded ay iRcberson's; 3anda-as. AS—V C33 SlarJard Specifi;aticn'o: Co ;aeie Acaregales AS-60^,40 Slandard "esl Method `cr Organic Irr.,crilies ASTk1. C86 Slardard Spec.fcaton for Soundness of Aggregates ASTM C123 Standard Test Method for Lgnhreight Panicles in Aggregate ASTNI C' 42 Slardard Test Method !of Clay Lumps and Fiab-e radicles AS T ki UL. Starcard Test %1-21hod `or Fotentia- Alkali S I ca Reac:ivdy ASTM C33 Sieve Analysis Test Results Sieve Size Percentage Passing 5 Trill 100 0.375' (9.5 ri 100 #s (4 75 mm) 99 48 (2 26mm) 80 #16:1.18.mm) 60 430 (6C0 Pin) 40 53 (300 µn1) 22 A'QC 150 µm) 10 »'00 (75 µm) 4 Fineness Modulus 3.00 ASTM C88 Soundness Test Results P,ojec! No 31105003 DATE 5 8!201 Tested by Jack Newnes Lab No : ✓v01-16.08307 Sieve Size Grading of Original Sample I Weight of Test Fractions Before Test, g Weight of Test Fractions After Test Percentage Passing Designated Sieve After Test Weighted Percentage Loss 318' - 94 (9.5 mm - 4.75 mm) I -- -- --- 0.00 44 =8 (4.75 mm 2 36 mmi 19 1100.1 94 1 6.0 1.14 :8-AIE(23Emm-116mn! 20 1c00 97A 33' 0.60 et6 A3:; (.1 '8 mni EC'Opm) 20 1c0 1 989 12 0.24 030 #50 (600 pm 3C0 pm) 18 1000 98.4 16 0.29 #50 - #100 (6C0 pm - 300 pm) 12 100.0 98A 1.1 0.13 Finer than k100 (300 µin) 10 - — 1.1 0.11 Total 100 1 3 Page 1 of 2 All reporxs remain the property of Twining. Inc. Authorization for publication of our reports, conclusions, or extracts from or regarding them is reserved pending mir —incn approval as a mutual putcctiotl to clients, the public and ourselves. Corpora lc headquarters !'',;3 La t Spring 5(reel, S(Iit,' "H), I_om BOA( ll, (:A 90,106 Labor atoa y 1a 1(1 Ait poi ( Kiy. Lunt, liea.h, C:A 9W;06 phone 562.126.33551 Fax 562.426.6.12-1 i Wrcb N:•inin1611, curl Acres r IAl ri—, t -- end D-4iri— Toet Daanite Description A B C Weighted Grading of Original Sample Percentage of Clay Percentage of Size of Sieve for Dry Mass (grams) Non Detritus Lumps &Friable Clay Lumps & Removing Residue Material (grams) Particles C=j(A• Friable Particles Size of Particles Making Up of Clay Lumps and I 8)!AjX100 Sample Friable Particles _ I Over '. " (37 ^ mm) 44 (4 75 mm) 0 0.00 314' 1 5' (19 0 rrn 37 5 mn') Y4 (4.75 mri) _ 0 - - 0.00 310' . 3i4" (9 5 mm 19.0 mm) 34 (4 /5 mm) 0 -- --- 0.00 4 J'8' (4.75 olm 9 5 rnm) 40 (2 36 mm) -- 0.0 0.00 Fire aggre< aia (re:ame.' on #16 850 Um :110 211) 39 359 359 0.0 0.00 11 ? mil sieve} -m_r:ha ;'6(' 16rm) EO Total _ 100 0.00 ACTM tuna P,fantlal Amah Cilira Roartivity of Annranatas SiO, Concentration (Sc) :nilhnioles per litre Reduction in Alkalinity (Rc) millimoles per litre Alkali -Silica Reactivity (see graph attached) 278 26.7 Innocuous AST41 C40 Organic Impurities in Fine Aggregates for Concrete Test Results No Color Change Acres ran i inhhvainhl in A„nran�ta Mass of the Test Sample Heavy Liquid Specific Gravity of Solution Percent of Lightweight Particles Solution Used Used 100 0 g Zinc Chionde 2,00 0 0% ASTM r1n I inhltuainht Pnrtirloc in Aneirannto Mass of the Test Sample Heavy Liquid Specific Gravity of Solution Percent of Lightweight Particles Solution Used Used 200 0 g Zinc Chloride 2.00 3 0% 196 C. a Zinc Bromide 2.40 3 3 & Prepared by Reviewed by T C 85822 M srq Cjvj� 4 Shubhada Gadkar, PhD Yie:en Hu, ;'hl) PE �OF AAOO Fra;ecl Fnginoor, Aopiied Engineering aria Research 0 raclar of Concrete Engineering Page 2 of 2 All rcporrs remain the properly o(Twining, Inc. Atolmrizaiion (or publication of our reports, conclusions,or retracts from or reg.-ling thrm is reserved pending nor written approval as a annual protection to clients. the public and ourselves. ASTM C239 Test Plot for Robertson's Redlands WCS Aggregates 700 v ` I a 600 N 61 0 E 500 - E Aggregates Considered E 400 Potentially Deleterious a c 0 300 Aggregates Considered Innocuous u 3 a 200 ' I Test Result WCS i c 100 m -- o' i Aggregates Considered Deleterious o , 1 10 100 1000 Quantity Sc - Dissolved Silica (millimoles per litre) Interpretation of Results: Based on these test results per ASTM C239, the Redlands WC5 aggregates are innocuous Corporate Headquarters 2883 Lust Spying Street, Suite 3,00, Long Licach. CA 90806 Q Laboratory 3310 Airport "lay, Lung Kcach, CA9(1806 T W 1 N I N G Phone ';62.420.3355 / Fax 562.426.64241 Web hvininginc.roin -LIEN- ATTN. MR. TODD DRAGNA Roberson's Ready Mix Project No. 3' 105CO3 DATc 842016 Project: Testing Corona Aggregates Revised Repor. Reference Information: Material Sze. 3 8" a a8 Aggregate Tested ty Jack Newnes Sawce Corona Lab No '401-16-08286 Samples Received 6:24 2016 t:Irovided by Robertson s1 Standards. ASTM C33 Standard Specification for Concrete Aggregates ASTM C88. Standard Specification for Soundness of Aggregates ASTM C 131 Standard "est Method for Resistance to Degracation of Small Sae Aggregate by Aoraswn and Impact in LA Machine ASTM C142. Standard -est Method for Day -umps anc Friable Panicles ASTM C289. Potential Alkali Silica Reactivity of Aggregates ASTM C33 Sieve Analvsis Test Results Sieve Size Percentage Passing 0.5" i12.5 min 100 0.375" (9.5 min) 95 a4 (4.75 mm) 31 =8 (2.26 mm) 2 =16 t1.18 mm; 0 =30 (60C umt 0 =50 (30C umi 0 a100050um) 0 a200 (75 umi 0 ASTM C 131 LA Abrasion Test Results Description Results Percent Lass % 151/6 •cru roa e......A..— T..r o....a. Sieve Size Grading of Original Sample °: Weight of Test Fractions Before Test. g Weight of Test Fractions After Test Percentage Passing Designated Sieve After Test Weighted Percentage Loss 12"-38'(12.5mm-9.5mre) 2 -- -- - — 3%8" - =4 ;9.5 mm - 4.75 mm; 67 297.4 297.4 0.0 0.00 - 8 ,475 min - 2 36 min; 29 100.1 99 3 0.8 0.23 =8 - =1612.36 mm - 1 18 -nm1 9 --- -16 - a30 0 18 mni - 600prn) 3 -- - - — 330 - a50 (600 pm - 300 pm) 3 — - -- — Finer than -50 2 -- -- 0.8 0.02 Total 100 0 Page I of 2 All cparu remain the pmpertr ut Tevung. Inc. Authamari-m f„r pubh..num nl mrr n•partc cauctu.h.ne, •v, arm, t. ir.,m nr reG:nJuy; rhrm i. rear•:eJ prnJutg our etiIt- ippro...I a. a mutual piutec Uun to �Genh, the Vuldk :mJ oursel. rs. Corporate Headquarters 2883 bast Spring Street, Suite 3(10, Long Bcach. CA 90806 Q Laboratory 3310 Airpurl Way, Lung Brach, CA 9O8Ot, T W I N [ N G Phonc Sti2.42b.3355 / Fax 562.42b.64241 Web twininginc.coin ASTM C142 Clav Lumps and Friable Particles Test Results Description A D C Weighted Percentage Size of Sieve for Percentage of Clay Size of Particles Making Up Removing 9 Grading of Original Sample % Dry Mass (grams) Non Detritus Lumps 8 Friable of Clay Lumps 8 Sample Residue of Clay Material Particles C=((A• Friable Particles Lumps and Friable B)IA)X100 Particles Gver 1 5' ,37.5 mm, s4 14.75 mm) 0 -- - - - 34"-1.5'(19.0mm-37.5mm) 44(4.75mm) 0 — — — — 3 8" - 3;4" (9 5 mm - 19.0 mm) b4 1475 mm) 2 — — 0.1 0.00 4.3 8" (4.75 mm - 9.5 mml 4 (2.36 mm) 67 1057.5 10569 0.1 0.04 Fine Aggregate Iretamed on -16 850 U n (No 20) 29 58.2 58.2 0.0 0.00 1.1 mmi seve Finer :han z16 (1.18 mm, — 2 — -- 0.0 —' Total 100 1 1 — 0.0 ASTM C289 Potential Alkali Silica Reactivity of Aggregates SiO- Concentration (Sc) millimoles per litre Reduction in Alkalinity (Rc) millimoles per litre Alkali -Silica Reactivity (see graph attached) 51 0 667 Innocuous P•epared by Shubhada Gadka, PhD P clec: Enainee, Applied Engineering and Research Reviewed by Ytwen Bu. PhD. PE Director of Concrete Engineering Page 2 of 2 All icynriz rcm..n the pr,.pa•nr ul Twining. Inc Am!+.+n m,- for j-hl.......nn nl mir report., innclusu -- al: a. n'-m o+ rrl;anlm{; than is rc.rn'aJ pending our -M- apl"I"A .1• .1 mutual I....1"I 1 1" di. nh. the Pu61'i .old uunrt, e6' ASTM C289 Test Plot for Robertson's Corona 3/8" Aeereeates 700 ar L L a 600 'A N C° G 500 £ Aggregates r � Considered 400 PotentiaNy a Deleterious ° 300 Aggregates Considered Innocuous a+ o: 200 T • Test Result 0.375 in c 3 100-------- Aggregates Considered Deleterious 0 1 10 100 1000 Quantity S, - Dissolved Silica (millimoles per litre) Interpretation of Results: Based on these test results per ASTM C289, the Corona 3/8" aggregate are innocuous f420(7 — az#7 �33 ftitar kIeY6alo4E FIN A L CAUA/r - ql1ef oo Z79ow 73fl f Inspector: �_j Date: w % Time: s A PM Comments: COMPLETED F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InsoectorSheet.doc