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N2017-0052
City of Newport Beach n�lllllilnlllDllllllll�llll211��11 Permit No: N201`7-0052, - 100 Civic Center Drive, Newport Beach, CA 92660 Permit Counter Phone (949)644-3311 Online Inspection Request- www.newportbeachca.gov/Online Project No: SCANNED Services Inspection Requests Phone (949)644-3255 Job Address : 880 IRVINE AVE NB Thomas:Guide: 889A5 Description : Infill SOD areas along PL with concrete sidewalk per City Std; 5 locations along 16th Street and 5 locations along Sherington Place Parcel # : 1176-312-4 - Legal Desc : P BK 15 PG 36 PAR 1 Owner: UDR NEWPORT BEACH NORTH L Contractor : RANSCAPES INC Phone: 0 Phone: 866-883-9297 Address : PO BOX 06408 Address : P.O, BOX 50580 CHICAGO, IL IRVINE CA 92619 Contractor State Lic: 949437 Applicant: RANSCAPES INC License Expire : 06 30, 2018 Phone: 866-883-9297 [ Address : P.O, BOX 50580 IRVINE CA 92619 Business License: BT30052837 Business Expire: 10 31, 2017 Special Cond.: Pre -construction meeting required Workers' Compensation Insurance -- Carrier: ARCH INS CO Policy No: ZAWC12522900 W. C. Expire: 09 08, 2017 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 Plar, 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 : $0.00 Processed By: Date : _/ /_ Other Department : —Date: Utilities Approval : Traffic Approval : Date: _/_/ Date: _/ / Permit Denied : Date: Issued Permit: Date dl /1�,--)-C ✓7 General Services Approval : Date : _/ / I I 'soj C�OnG-c44e� ry-) IMailing AggreSS () �y.i_ kcS -4 � IVlcyi eic�ipQl C� �.,a �) o II OWNER: ,( 9- 'T` Phone: h7L:)D c 3L4 " —7 to-7 e Email Address: L LLL,Y, C: wy/ Maij[ng�ddrgss: city Company (if different): Jobsite Phone: f`) c A-) Other Phone: q L40i S 7 8 �S I Email Address: Ck= -v ro,,-i SC C-O,-vim Mailing Address: City/State/Zip: State License Number &Class: Cit Business License Number: L Ex ires:-v 3t t `C3 U Sz�'3-Z Expires: tD 3l i WORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code) Company: sS CIp Policy No k4 , 2 Expires: it Mu'nici aIoperations: 949.644.3086 Utilities: 949-6444011 ' III ohnn Fneaa4w• QAO.RAG-' MA Conditions of Permit: jai Utilities: Traffic: L J Fire: I Municipal Operations Other: Engineering Technician: Per pecialist Dat : Permit No. /C, Permit- 1 � N2017- b69"'22 Public Works Department 949-644-3311 100 Civic Center Drive, Newport Beach, CA 92660 VKUJttUI AUUKlzbb: I'tKMll N2017- S�)� '� O �% 1lf �i fI�Q t�/�. NUMBER: 11 Permit Processing Fee: ft, Inspection Fee: Q Public Works Only $241.00 Public Works Field Inspection $165.00 Other Department $275.00 Utilities Field Inspection $121.00 General Services Inspection $165.00 Agreement Fee: Water Quality/Artificial Turf Inspection $108.00 Preparation of ReporttAgreement $817.00 Document Recordation Fee $192.00 Refundable Deposit: TBD Monitoring Wells $502.00 Improvements TBD StreetlAlley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00 Traffic Control Plan Check 8-1/2" x 11" $66.00= Sewer Connection Fee $250.00� 24" x 36" $143.00 4TT Box & Cover $64.00 Additional ______ __ j THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE �11Revenue Division ': 'I `' r RFVFMI IF TIVICInM PRInR Tn PAVMFMT'nF FFFS IAnnrovali -I $50.25 $121.50 $285.00 er $700.00 $425.00 $845,00 $3,310.00 $4,730.00 $7.190.00 '' Water Meter Boxes: i ForParkwey & Sidewalk Area (Box +Cover = Cost) # 1" Meter: 13 00+ 37.00 $50m 2: Meter: 27 00 + 61.25 $88.25 L # # For Traffic & Alley Areas (Box + Cover = Cost) # 1" Meter: 13 00 + 38.00 $51.00B ) 2" Meter: 27.00 + 162,00 $189.00 1 Certificate of Compliance Fee (+100% of hrly 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 hrlyover 4 hrs) $1,022.00 5200-5031 Street Tree Fee ($700 Planting Fee) TBDI 030-2284 Engineering Tech: Total Amount Due: For Finance use only k�� Permit Specialist Receipt No. f./users/pbw/shared/encroach/masters/ep front and back mastersl Rev. 1/5/2017 epfeesheetxis-revised 10212016 TERMS AND CONDITIONS OF ENCROACHMENT PERMIT I. Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor. A licensed contractor must provide a "Letter of Authorization" to allow another party to pull a permit. An approved copy of the permit and construction plan shall be kept at the job site at all times. Work, which has been done prior to issuan f a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence withi after date of issuance. L The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and employees harmless from any 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 shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances. t. Permittee 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. 3. A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the Public Works Director. A valid Stale Contractor License Class A can perform any work in the public right-of-way. For construction or connection to water lines a valid State Contractor License Class C-34 is required. For construction or connection to sewer lines a valid State Contractor License Class C-42 is required. 3. 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 haff-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. T. 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 orderedipoured. Sewer, pipelines, and subgrade construction must be inspected and approved before backfilling, or applicant may be required to excavate site. Separate inspections by the Municipal Operations Department may be required depending on scope of work performed. 9. 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 City -owned utilities (is: water, sewer, or street lighting conduits) to verify locations. Maintain a one -foot clearance over or under existing City -owned utilities. Sewer cleanouts require VCP or PVC SDR35 be used with a 4TT box over the riser. - 9. Property lighted barricades must be provided and maintained around all trenches, excavations and obstructions. AN signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of Waring Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", is e California Department of Transportation. If needed, barricades can be obtained from the City at a charge of $1Aal� 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 Pudic Works Department 11. 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 times. 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 major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday lhru Friday), unless approved by the Public Works Department Any work affecting the State Highway's traffic or within the State Highway right-of-way will require a Caltrans Perna. 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 on 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. All USA marks shall he removed prior to Final Public Works Inspection. 14. Refuse or unused materials 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 dumpster or materials in the public righ`%aVay, a Temporary Street Closure Permit must be obtained from the Public Works Department. `r. WORKER'S COMPENSATION INSURANCE (Section 3800 Labor Code) I certify that I have a Certificate of consent to self -insure, Cerfiffc to of Worker's Compensation Insurance, or a Certified Copy P. reJJ l.,A' Date: h__ i Signature: CERTIFICATE OF EXEMPTION (Section 3800 Labor Code) I 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 comply with the provisions of Section 3700 or this permit shall be deemed revoked. Date: Signature: CONTRACTOR LICENSE EXEMPTION As the Owner of the benefiting property, I certify I am personally performing all work in the Public Right -of -Way. Date: Signature: HOLD HARMLESS STATEMENT I understand that I am locating minor encroachments within the City Right-of- Way/Easement. As property owner it is my responsibility to maintain the encroachments. I will be responsible for replacing the Improvements if the City removes them for maintenance of utilities or other public need. I shall indemnify and hold the City harmless for any liability associated with the minor encroachments. Date: Signature: j_. INITIALS: �i5 15. All above ground facilities shall comply with the Municipal Code, including but not limited to Chapter 13.20. 16. Homeowner, contractors, and subcontractors may each be liable for violations of Water Quality Laws. Best Management Practices will be enforced. It is against the law to discharge construction debris into the gutter and storm drain. Felony violations of Water Quality Laws are punishable by fines up to $26,000 and/or up to three years in State prison plus the full cost to clean up an illegal discharge or spill. 17. If a refundable deposit was paid, applicant must submit a Soils Compaction Certificate or Evidence of a Slurried Backfill and request a final inspection from the Public Works Department. Monies may be held for six months after final inspection before a refund will be processed. 18. No trees in the public right-of-way shall be planted, removed, trimmed, or relocated without approval from the Municipal Operations Department Parks and Street Trees Division. 19. All work in the public right-of-way must meet the approval of the Public Works Department or corrections will be required (i.e. removals, exposing connections, etc.). Additional inspection fees may be required. 20. Permit is for standard materials in the public right-of-way, only, unless previously approved by Public Works and an Encroachment Agreement has been processed. 21. Permit is valid for "description" of work noted on front only. Additional work performed may require issuance of a separate permit and/or additional fees. -Al -------- -- 4K AV I IL: All 4x rc` O 01 r, F� e r� 1 I a O b0 v b t S 4 t gym. y. �EvrvpRr Disclaimer: Every reasonable effort has been made to assure the accuracy of the data Newport 0 40 80 provided, however, The City of Newport Beach and its employees and agents disclaim any and all responsibility from or relating to any results $e8Ci10 obtained in its use. ems, GIS Feet Imagery: 2009-2013 photos provided b Eagle Imam www.ea leaenal.com 9 ry P P Y 9 Imaging 9 ___.. d IRVINE AVENUE y �� �•• B is:•u:: PARKING i �C� ...........,...... = �C� - �lifi filiti _ � ,r/ 1 ,. �. a-�,������ -, �J aai __•� � �� - ;•GTE—TTaaC ... , . *••��aaa� M � L �� 7J H Vim... Ii� ...�� F - - - ....,...... ......,.. ...... " - - I on - ® — PARKING STRUCTURE 2 SITE DIAGRAM - CORONADO NORTH oxew.••,w. e..t�w.wnna.r..m W1MMYiWIM�- G-xNNP. 0.0.fAMN JLIL ci s m C4 r� a 3 d Z Z o u m m a� z U. 7 C c m mm z �4444444 wq.aao. limas D,,* eaa-sat SI sv D.en ses cn.nua of. asa aneeiw�m: Site Diagram Coronado North CNN. oRwaiu • _ sas3asaa®T&s �Bf f IFIQIITE TWO M TD CEIIeY i.l i�. � d"aw a.nn.p r wipy4..wsd.aeevdtli r .her dd.lwb. "514I w1eY...iOdw 0doyd cmcx 42578391 C.r,...srr.d �.. sswn r ss....nnd:rird. d..n+un.0W~4fftWffdAWbAM Irvine — 16161 Construction Circle — Irvine, CA 98606 Dispatch # (800) 801-762S NO . Ep11111Yrrd11i11..Ybo�W 1 .Y4��rr=wft t�!dk l* i/411gMY,'�Il Woww���� INC ftwowc ..wx.aK or —no �4 YRVINE AYE, NEWPORT BEACH X— WA I^ARip AMORA Tawwnr. NPO '00'99A3 26930373 C '"ITHER owl I 1 "Tomw.mo. l .mom p, P.a 1 „ o I ,�.► ,,,,,a 9.50 9.30 9.50 1418565 650»E-3250p" oyd 1.00 0.00 1247617 FUEL'SURCHARGE EA 1.00 0,00 1R02749 ENVIRONMENTAL CH EA CYLINDER 0067845 M1xs 1418565 Tickets 2SS30575 Qtys 9.50 CYDS Mstsri�l !itched S lbisture kkusl list 31B 01D amw lb 0.3J01 M 3.13 11 ( 1 1B7dD.001h Lao E XV6.01_. C;1Bi.00 lb wpm 2160301 asss1 i a! 't sad Totals lops 4.00 NestdWls 1 3SM 1h pet 341.r' 1 To s in 0 Tris Ihters 0111 I., JIMPINVOK'AL n.r,n= SLUMP TEST Times S s33 T s� Trio 2SL31 i�11.0000 it , ILL ii Paul 6s33s* LL Main Office: 3990 E Concours St. #200 Ontario, California 91764 Phone (909) 9745500 Fax (909) 9745497 Dispatch 1-800-801-7625 STATEMENT OF MIX DESIGN FOR CONCRETE Project: Coronado Newport Date: 1/20/17 880 Irvine Avenue Mix Design No.: 650-E-3250P Newport Beach, CA SAP Code: 1418565 Contractor: Ranscapes Mix Description: 3250 PSI 3/8" Pump/Place Mix Design (650-E-3250P) Strength: 3250 PSI at 28 Days Batch Plants: Azusa / Compton / Hollywood / Simi Cementitious Inglewood / Los Angeles / Walnut / Orange / Irvine Material: 6.91 Sacks / Cu. Yd. San Juan Capistrano / Corona / Perris / Temecula / Slump: 4.0 Inches Fontana / Rialto / Moorpark / Santa Paula / Redlands W/C Ratio: 0.58 By Weight Aggregate: SSPWC (Greenbook) W/C Ratio: 6.51 Gallons / Sack Cement: ASTM C 150 - Type II / V MATERIAL BATCH WEIGHT, LBS. SP. GR. ABS. VOL., CU. FT. CEMENT 100 % 650 3.15 3.30 FLY ASH % 0 2.30 0.00 WATER (TOTAL) 45.0 GALS. 375 1.00 6.01 AIR CONTENT 1.5 % 0 0.41 W. C. SAND 68 % 1921 2.62 11.75 # 4 - 3/8 IN. AGG. 32 % 904 2.62 5.53 % 0 2.64 0.00 # 2 - 1.5 IN. AGG. % 0 2.66 0.00 ADMIXTURE 19.5 to 32.5 fl. oz. of WRDA 64 per cubic yard (3 to 5/CWT) ASTM C 494 - Type A I_10LrdEAto] N� 1In. 100 100 97 27 100.0 3/4In. 100 100 74 6 100.0 3/8 In. 100 95 14 2 98.4 No.4 97 12 2 0 69.8 No.8 83 5 0 0 58.0 No.16 62 2 0 0 42.8 No.30 40 0 0 0 27.2 No.50 18 0 0 0 12.2 No. 100 7 0 0 0 4.8 No.200 3 0 0 0 2.0 Respectfully submitted, Prepared in accordance with the 2012 SSPWC "Greenbook", Cemex Section 201-1.1.2 - Class mix. Technical Services ,:. ��r5199A1617 City of Newport Beach Page s of 13 4:30:41PM INSP150 -Daily Inspection Request Report Requested Inspection Date : 05/16/2017 Inspection Type- ENCROACH', Inspection Area: PW Site Address : 880 IRVINE AVE glil Activity : N2017-0052 SubType : NEW Status : APPROVED OWNER: UDR NEWPORT BEACH NORTH L 'Phone, 0 APPLICANT: RANSCAPES INC ' Phone : 866-883-9297 along PL with concrete sidewalk per City Std; 5 locations along 16th Street Description : Infill SOD areas and 5locationsalon Sherin ton Place. Item: Requested Time: 10250 FINAL - PW WEBUSER 5/16/2017 12:0O:OOAM' Requestor: 949-878-2895 Entered By: WEBUSER 604, % Comments: AM - Assigned to: zzzzzzzzzzz* Inspector'. Date: lh l 7 Time: [47 , l.� AM �M Comments: Z40 7d ic�rau �s C.af/V /L/L Log )ed F:\Users\PBW\Shared\ENCROACH\MASTERS\FORMS\InspectorSheet.d REPT131. ....._.-..- -- Run Id: 4018 �' l _. e THIS IS NOT A TICKET — —'---- N ------- CONTROL O A -= y ROBERTSION'S g, � Phone 800/834 �\ San 800/870-1220 #t RmERsmE -d}zB 2olh si www www rrmca.corncom #2 MORENO VAffo-12890 DAY Si OPEN 7DAYS ' #3 REDLANDS - 8353 ALABAMA ST #13 IRWINDALE-13631"LIVE OAK LANE • #4 POMONA-247D POMO A AVE #15 VERNONPASADENLOS ANG N.S-3365LINCOLN AVE. #23 PARAMOUNT 7277E SOSECRANS AVE #32 UPLAND -1975 N. BENSON #5 POMONA-247CPOMONABLVO. #15 VERNDNi05 ANGELE3-33fi5 E.2fiiH Si. #24 RIALTO- #41 MDJAVE-140E HWY50 -#7 'I ifr . 2601 N. ALDER AVE. BEAUMONT JACIMO-1SES75 TFROARTATE #i6 ENgNEIM-201 E. COMMERCIAL Si #25 GAfl0ENq-301WRO ECMNS AVE. #39 LUCERNE-38555HW}18TE DR.#42 VICTORVILLE-16952 on 0ST #17 SANTA ANA- 310 N. TOWNSEND Si. R26 THOU5ANDPALMS #43 BAKER 56500 BgKER BLVD. #7 SUN CITY T-452 W.TSON #8 SUN CIN-27050 Rp: #35 BIG '.. ' For, BEAR LAKE 42025 GARSTIN DR. #44 FT IRMN- 58825 FORT ORION RD, WATSON Rd. DAMS AVE #9 ARROWHEAD #19 LAELANTO 122MVIDLENCENigE OR. #28 OTAYMMURPITq.28190 ADAM$AVE #36 ESCONDIDO--1310 SIMPSON WAY #45 BARSTOW-2700 E. MAIN ST 29750HWV fe #20 SAN #105ANTAFE SP3w06-12311GAEEN$TpNEAyE. #21 VRINCON. #2B GTgYME 9961 AIRWAY'RO. #37 INDIO- 88110 FARGO CANYON RD. CLEMNTS - I #46CAL-CITYMp53 AVE, #12 SAN BENARDINO-1955 TRAIL #22 #29 EL CAJON 15 CYPRESS IN, #38 RIDGEGREST RT OF LONG BEACH, IRNE- 16081 CONSTRUCTION CH, 1fi02WPIER pSi. #30 CORONA"40 SHERBORN ST #39 PALMDALE- 790715TH ST. BERNARDINO-1955 W 9TH ST. HOLLYWOOD-13132 7' ET EAST #48 NO RAYMRSWEST #22 N0. HOLLYWOOD EL GENTLU, 1051 13132 MYMEfl ST. #31 HESPERIA•9661 CAVE. �. #4B EL CENig0, 1051 N.PST � #4B AATE31q-13949E5TAGE gpgD PLANT 949 E. STAG PLANT DATE OUSTOMER NO. SOLD T0: MAP PAGE TICKET NO ip1 171 nor/k'.El ! J =1`1'J 6+6" li(-}hf`)CAPC'.S INC 1 TX CD OELIVERYA ^DDR3Tg1,LC IONS f3t31FT1 Etr c.%%�'.�r.1"7� �l CUSTOMERP.O/JOB ORLOT # f} VUI if�Itkllf (lUF °" ViX 1/ iV �C� Kf YG t 1 Jr.,7-5 ( t +f,.'=))878 i21-S` 5 C.;r.lfihiU.R OF., 1,k:1-lY l.il 1 7 .'-:`sllldlti.ICC_Tt11! i'I1=2C.ilUf ORDER NO. METER ., HEADING TIME TYPED .TRUCK TIC NO I {. 021., fit QI ) I ;'_i r' 1 1 `J .$..r{..ti' LOAD NO. SLUMP TRUCK. DRIVER - ( \ i+ir.>ts it (!Z .oauM ,, f !tG=1qC Cf I r1i' To JOB IZ930 REVS: Job -site Cylinder TeSE.lkl <Ur�'es I" I U'Plt „ p•'[—J„ 7` TIME ON JOB MIN. CHECK# ON JOB J V O / %� .V/Eder added on fob at { T STAND BY MIN. CHECK QUBtornbrsr2gUE5( y ❑ START POUR v A.+� .Y • 1w F AMOUNT —cam— gals t0 FUII Ld RATE OF $ PER MIN, %(f >f., ,ka, AMOUNT FINISH T i. : �"' // { POUR/ gals t0 2/3 Ld. - BY ` ' b ., TK..,/� _ $ PLANT MGR SIG gals to 1/3 Ld OVEnTIMECHARGE LEAVE JOB ADJ Meter 4min. per ytl unloading time allowed.. -, p Additional unloading hrge,charged atcurrelf hourly truck rate ARRIVEPLANT /f Addillmlel{yaler#NdN�'PhD concrete will reduce its strength Anywe Signature deli teredtled exceeding the design r6fy�lnrygpnder ( u f, he walens Al customers own risk. penally of perjury that ta1Ygn contalnedln,thlswnttentiMerecord is true and correct. EMPM yr."�• Contomer arther.gr.0 that` Shelf material has been chos solely by Customer wilheuf Robertson's dlr$diibn, or review of anq plans or speclflcafionsrelatinpp lathe pro ecl(sj whe e�heDmateriaOl sgobe useE Gustomer further aovreesthat itshallbesolely responsiblef the tleliverylocation, and discharge/placement of material an the lob site, including the on-sitedirection location. Customers review and approval iha described iobertson's { of vehicles to the designated aterial shall be evitlencedby Customer's 5ignaWre and/drplacement ofihe described materiafonthe lob site. an consitlerationof the above, Customer arising from (il material being inappropriate, incompatible,imptoper or inconsistent with I99ns and sPecificatians, or withthe Dronesanda reatero defend, intlemnifyantl hold Robertson's and its employees and agents harmless from any and all losses,damages, liabilities, casts and claims'asserted by Customer or any third arty, movement of Robertson's y ` �I• Around soils or conditions on the landwhere the material is uzed, and (P the vehicles upon or about the delivery location. Solely to the extenPCustomeT fails to timely pa for the described materiels, in the event Robertson's retains the services Customer agrees to pay such reasonable altorney's fees incurred by Robertson's in furtherance of an attorney, of such collection efforts. Robertson's and Customer disclaim attorney$ fees arising from any other context. .Customer agrees to gayatime Pricedifferential ail%%permontban any amounts owetlto Robenson's formore than thirty (30jdays. Color DisclaimerDue tolrre9ulanties Robertson's is not responsible for the results of any concrete where the ! and/or inconsistency of materials coloring agent has been added at3he request of the customer, either at our plant or on the job site: LD QTY CUM QTY ORD QTY PROD. CODE ; . �. MIX AND COMMODIN UOM UNIT PR AMT 11ri, fife Oz 11`0 et.i.dfa,IC t C ,I(ultl(t .,dJL.1 L:Uiy{C= hll:X YI:?:e: Wt..tTI IV r31 i.r.}G ff 1) ! 7{'7 tll{1T-41_. WEgI WASTER CLEI}TIfIC'9f�' - ! {III {".I lL1J ' ^j ]( I,; WA"('E(sL I f >, THIS IS TO CERTIFY thaP the following des Abed commodity was Weighed, TRY. 'rl f measured or counted bye weighroxe es se sig Lure is an this certificate, IYi(i !. u'J 11 l l tl U!/ i I ( I' ! )I�{ who is a recognized thori of ac ady, a rescrlLed by Chapter 7 ' wi S no the. California Business and PREVIOUS�OG hlik\ (}L)l) r'�}(} i Professions Code n12 Orv700 of no MeasuremarnionBmnsof the f�' "i- �r UJPI _ a California f Food chn gi ultur BALANCE 1 n PILP!FI� OBE N'S FINE ACA-1 '` I. 1'{ 'I. `;'� RC?k� WE[ STEP SLAB TOTAL � ' EPUTY STAND By f ,7/ HereCONVE CY YARD53 A=PO NOR f,heglCONS FO OUNCE$ CU=METER53 KG KILOGRgM L LITER _MILLILI CHARGE r p �c J 9 h aI r'. { l i e , T: Q rt CONCRETE DELIVERY TICKET TOTAL AGREED O AND RECEIVED BY CUSTOMER _ PO BOX 3600 CORONA, CA 92878-3600 { ROBERTSON'S ROCK " SAND � READY MIX SCONCRETELS QUALITY CONTROL - TECHNICAL SERVICES FACSIMILE MESSAGE Telephone: (951) 685-2200 ext 6360 FAX #: (951) 493-6446 To: Ranscape Attn: Cathy Fax: E-mail: cat y_@_-'a_ nso�s'60"' Date: 11/1712015 Subject: Mix Message: From: ROBERTSON'S READY MIX From: Cheryl Guerrero Fax: (951) 280-1432 E-mail: Chenlja com No. of Pages _ (INCLUDING COVER PAGE) ROBERTSON'S ROCK * SAND * BASE MATERIALS READY MIX CONCRETE Date: 1111712015 Concrete Mix Design #: RS30OP41 Project: Contractor. UDR - Coronado - 880 Irvine Ave., Newport Beach Ranscapes Description: 3000 psi 3/8"Pump Mix Strength (f'c): Slum 3000 psi UP. p' 4 " W/C ratio: 0.60 Max. Size ofAgg.: 3/8 " Sack Content: 7.00 sk. Pump Type: 2"line pump Gal/sk. ALL CONCRETE IS MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 6.71 Un. Wt.: 139.5 Aggregate Weights are SSD; Moisture in Aggregates Must,', Cn-77 .- 7;77 _ - Contents: Cement (AS TM C-150) Fly Ash -Class F (ASTM C-618) Sand 1-1/2"x 3/4" 1"x #4 3/8"x #8 Water Entrapped Air 4 7. 0 gal. 3 % Wt. -- ADMIXTURES: None oite`'?„ 10C 11 0 1 Inr 658 0 1895 0 0 822 391.5 3767 review tnis mix to ens 1„ 3/4" 1/2" 318„ 13 7 3 1 ?5 70 38 12 Sand Source : Robertson's Redlands Rock Source : Robertson's Corona Cement: Portland Cement Type IIiV Flv 4ch . -1 100 0 70 0 0 30 4 No 8 7etermining Total Mix Water � Gr. 3.15 2.33 2.62 2.67 2.65 2.65 Vol. = 30 3.35 0.00 11.60 0.00 0.00 4.97 6.27 0.81 2700 re, ©�oovs �®mm®oei Aggregates meet Compressive Strength Results Mix # RS3001241 Date: 11/17/2015 Project Newport Beach Subject Mix Desi n Submittal re ate: Robertson's Redlands /Corona Source of Agg g MSA, in.: 3/8 Cement: Mitsubishi Mineral Admixture: EgSack: 7 None Chemical Admixture: None Updated 06/01/2015 Cumulative Cumulative Moving Three Cumulative Standard Coefficient (3) 28 Da 28 day 28 daY Y Range Average Deviation Variance Set # Cast Date test 1 Test Average 2/21/2013 5620 5800 5710 140 5710 5270 11.8 9.9 5123 1 3/14/Z013 4850 4810 4830 100 5123 508.3 508.1 11.3 4678 4678 2 3/28/2013 4780 4880 4830 4936 558.6 11.7 4502 3 4/4/2013 4270 4480 4375 100 100 4809 561.3 112 4353 4 4/10/2013 4350 4250 4300 0 4722 531.0 10.3 4437 5 4/10/2013 4590 418o 4385 90 9 4722 486.6 1.9 4418 g 4/16/2013 4670 4580 4625 110 4663 481.1 9 9 4633 7 g 6/5/2013 4190 4300 4245 200 4703 466.4 13 4 5163 6/24/2013 5130 4930 5030 470 4855 649.5 3.6 17.2 5657 g 10 8/19/2013 6450 5980 6215 50 4934 6698 17 2 6320 11 11/14/2013 5750 5700 5725 20 5108 877.8 16.5 6080 12 12/19/2013 7020 110 5137 847 3 15.9 50 13 04/02/2015 5440 5550703o 5550 5635 70 5173 800.8 15.4 5552 14 04/09/2014 1170 5670 5510 5525 30 5196 18.3 4770 4002 04/25/2014 5540 5510 5525 20 5068 926. g269 20.0 4002 15 16 5/15/2014 3140 3160 3150 1980 4966 991.5 18.9 3958 10/14/2014 2340 4320 3330 90 4990 967.2 18.9 4502 17 18 11/3/2014 5440 5350 5395 4979 941.2 18.5 4955 19 11/14/2014 4800 4760 4780 100 10 4965 918.4 19.0 4445 20 01/11/2015 4640 4740 4690 50 4912 926.7 19.0 4185 21 02/05/2015 3940 3890 3865 360 4871 925.1 18.8 4050 22 02/18/2015 382.0 4180 4000 70 4845 912.0 18.4 4337 23 05/14/2015 432o 4250 4285 90 4840 892.3 18.2 4503 24 05/19/2015 468o 4770 4725 100 4827 876.2 17.8 4692 25 05/22/2015 4550 4450 4500 100 4828 858.5 05/29/2015 4800 4900 4850 26 27 28 2926 Number of tests 30 3000 psi @ 28 days Modification Factor (K) 1.03 7020 Speed fc - 4560 psi, the larger of [11 or[21 Below Maximum 3150 _ Reg'd fcr _ Minimum 4828 Average Standard Deviation (s) 858.5 Coefficient of variation 8 4185 3000 + (1.34 * 1.03 " - 858.5 ) 858.5 ) - 500 4560 [11 fcr = fc +1.34ks = 3000 + (2.33 " 1.03 [21 fcr = fc +2.33 ks - 500 = ADMIXTURES: WRDA 64 (ASTM C-494) t 2" 00 11/2„ 0 >os ROBERTSON'S ROCK * SAND * BASE MATERIALS READY MIX CONCRETE Date: 1111712015 Concrete Mix Design #: RS300P44 Project: UDR - Contractor Coronado - 880 Irvine Ave., Newport port8each Description: 3000 psi 3/8" Strength (f'c): pump mix Slump. 3000 psi Max. Size of A 4 ° Please request slum WIC ratio. 0. 61 g9.: 3/8 p when ordering Sack Content. 6.50 sk. Pump Type: 2"line pump Gal/sk: 6 g2 ALL CONCRETE IS MIXED AND DELIVERED /N ACCORDANCE W/TH ASTM C-94 Un. Wt.: 139.2 A99regate Weights are SSD; Moisture In Ann. Contents: Cement (ASTM C-150) Fly Ash -Class F (ASTM C-618) Sand 1-1/21,x 3/4" 1 "x #4 3/8"x #8 Water Entrapped Air 45.0 gal. 3 % Wt. = uineo t 7U0 >00 >00 100 3.0 oz.1cwt review thi ( 3/4" 777 Sand Source: Robertson's Redlands Rock Source: Robertson's Corona Cement: Portland Cement Type ll/V Fly Ash: fst be Considered When Determining •llv — -- _ Total Mix Wata 519 92 1934 0 0 838 374.9 3758 18.3 oz s mix to ensuresure c�, A 12" 3/8" No 4 No 3 1W7497 3 112 100 96 100 100 100 99 85 15 70 0 0 30 Sp. Gr. 3.15 2.33 2.62 2.67 2.65 2.65 Vol = R] 42 28 I 13 A re ales meet ASTM C-33 2.64 0.63 11.84 0.00 0.00 5.07 6.01 0.81 27.00 G 4 1 1 Compressive Strength Results Mix # RS30OP44 11/17/2015 Date: Project Ne ort Beach Subject Strength History Source of Aggregate: Redlands /Corona MSA, in.: 3/8" Cement: Mitsubishi EgSack: 6.5 Mineral Admixture: Headwaters Class "F" Chemical Admixture: WRDA - 64 1 1/19/2007 4110 4170 4140 60 41403758 540.9 14.4 2 5/4/2007 3350 3400 3375 50 3855 418.1 10.8 3 4/26/2007 4040 4060 4050 20 3878 3 44.3 8.9 4 4/26/2007 3880 4010 3945 130 3878 344.4 73.5 9.9 5 5/4/2007 3350 3400 3375 50 777 364 335. 8.9 6 5/10/2007 3660 3740 3700 80 3 10.9 7 8/4/2007 4500 4580 4540 80 3855 424.2 11.3 8 8/30/2007 4490 4460 4475 30 3976 3976 424 7 424.7 10.7 9 10/29/2007 4180 4190 4185 10 15.7 10 10/2/2007 5570 5610 5590 40 4238 648.4 15.9 11 3/19/2008 5090 4950 5020 140 4218 670.1 15.8 12 3/27/2008 5540 4420 4980 1120 4328 676.1 15.4 13 4/3/2008 5160 4610 4885 550 4328 668.3 15.0 14 6/13/2008 4260 3860 4060 400 4328 6 27 2 14.5 15 7/14/2008 4490 4700 4595 210 4372 627.2 31.1 14.4 16 7/28/2008 5040 5030 5035 10 4328 51 617.5 14.2 17 6/8/2009 4090 3950 4020 140 4338 601. 13.9 18 6/9/2009 4080 4130 4105 50 70 43 87.4 13.5 19 6/10/2009 4540 4610 4575 100 4350 5 13.1 20 6/11/2009 4300 4400 4350 130 4323 571. 13.2 21 6/12/2009 3840 3710 3775 4323 5 57.E 12.9 22 6/15/2009 4500 4350 4425 150 4364 557 .1 13.1 23 1/9/2009 4950 5380 5165 430 220 4364 572.5 12.8 24 10/14/2009 4290 4510 4400 4387 558. 12.7 25 12/21/2009 4890 4910 4900 20 4455 55 4.8 12.6 26 3/31/2010 4840 4890 4865 50 160 4425 5 5. 12.5 27 4/6/2010 4900 5060 4980 4418 55.2 12.4 28 4/8/2010 4280 4120 4200 160 4418 540.E 12.2 29 5/27/2010 4790 4750 4770 40 30 Speed fc Reg'd fcr 3000 psi @ 28 days 3797 psi, the larger of [1] or[2] Below for = fc +1.34ks = 3000 fcr = fc +2.33 ks - 500 = 3000 Number of tests Modification Factor (K) Maximum Minimum Standard Deviation (s) Coefficient of variation + (1.34 * 1.03 * 540.6) + (2.33 * 1.03 * 540.6) - 500 3855 3790 3790 3673 3872 4238 4400 4750 4932 5197 4962 4642 4513 4563 4550 4387 4233 4343 4233 4183 4455 4663 4822 4722 4915 4682 4650 29 1.03 5590 3375 540.6 12.2 3746 3797 it I I I I I MITSUBISHI CEMENT CORPORATION At CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type I, II, II M & V ( I� Date: 11/9/2015 ASTM designation: C 150 - 12 for Type I, II, II (MH) & V low alkali Cement CALTRANS Specification: Section 90 - 2.01 for Type II modified and V (2006) i Specification: Section 90-1.02B(2) (2010) NDOT Specification: Section 701 -3.01 for Type II and V AZDOTSpecifications Subsection 1006-2.01 for Type II and V Chemical Composition: Silicon Dioxide NOD, ❑/a Aluminum Oxide (AI,O3), ❑/❑ Ferric Oxide (Fez03), % Calcium Oxide (COO), % Maguesium Oxide (Mg0), % Sulfur Trioxide (SO,), % Loss on Ignition (LOI), % Insoluble Residue Total Alkali (%Na20 + 0.658 * %KZO) Tricalcium Silicate (C3S), [b] % Tricalcium Aluminate (C3A), [b] ❑/o C,AF+2*C3A fbl C3S+4.75*C3A [b] CO" % Limestone, ❑/❑ CaCO3 Limestone Purity, ❑/❑ PHYSICAL RESULTS: Blaine Fineness (m2/kg) 325 Mesh (% Passing) Autoclave Expansion (o/❑) 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: 1 Day 3 Day 7 Day 28 Day September 2015 ASTM C-150 Limits Type I Type II Type V ---- 20.0 ---- ---- 6.0 --- ---- 6.0 - 6.0 6.0 6.0 3.0 3.0 2.3 3.0 3.0 3.0 0.75 0.75 0.75 0.60 0.60 0.60 -- 8 ---- 5 ---- ---- 25 ____ 100 ---- 5.0 5.0 5.0 70 70 70 Production Period From: 10/1/2015 To: Min. Max. Max. Max. Max. Max. Max. Max. Max. Max. Max. Max. Min. 10/31/2015 Test Results 21.1 4.1 3.8 63.1 2.0 2.1 2.0 0.43 0.50 52 4 20 73 1.5 3.8 88 260 / -- 260 / 430 260 / --- Min / Max 385 ---- ---- --- 98.1 0.80 0.80 0.80 Max. 0.05 45 / 375 45 / 375 45 / 375 Min. / Max. 126 12 12 12 Max. 6.9 [a] 344 50 50 50 Min. 89 --- ---- ---- 56 Type I Type II Type V MPA PSI MPA psi MPA psi MPA psi ---- --- ---- 12.0 1740 10.0 ---- ---- --- 1450 8.0 1160 12.7 Min. 22.8 1836 3301 19.0 2760 17.0 2470 15.0 2180 Min. 30.8 4463 --- ---- ---- --- 21.0 3050 Min. 39.1 5678 This cement has been sampled and tested in accordance with ASTM 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. [a] For information only. (bl Adjusted per ASTM C150 A1.6 MITSUBISHI CEMENT CORPORATION Cus�henbury plant � Tom Gepford Quality Control Manager i MITSUBISHI CEMENT CORPORATION /k CERTIFICATE OF TEST source: Cushenbury Plant Portland Cement -Type I, II, II (MH) & V Date: 11/9/2015 rCLTRA`ig"3tio dn: C 150 - 09 for Type I, II, II (MH) & V low alkali Cement Production Period NS Specification: Section 90 — 2.01 for Type II modified and VFrom: 10/1/2015 Specification: Section 90—1.02B(2) (2010) Specification: Section 701-3.01 for Type II and V To: 10/31/2015 Specifications Subsection 1006-2.01 for Type II and V Additional Data Limestone Addition %Addition: 3.8 Si02 (%) 5.8 A1203 (%) 1.6 Fe203 (°/a) 0.6 Cat) (%) 49.7 S03 (%) 0.4 Base Cement Phase Composition C3S 54 CzS 20 C3A 5 C,AF 12 we certify that the above described data represents the material used in the cement manufactured during the production period indicated. MITSUBISHI CEMENT CORPORATION Cushenbury plantnt�/./e-�J� Tom Gepford Quality Control Manager MATERIAL SAFETY DATA SHEET i[iyA�:7X9aA/inlEl��I11:17/e1:U]d:I�USa]a�A'� I�I�3-JdA IkKI Ire1-7-`It Section I Material Name: Portland Cement Concrete Chemical Name: Not Applicable Suppliers Name: Address: Robertson's Chemical Family: Portland Cement Product 6830 Van Buren, Riverside Chemical Formula: Mixture cementitious material, aggregates and water Trade Name & Synonyms: Ready mixed concrete; concrete Material Use: Construction materials Section II -- Hazardous Ingredient/Product Identification Hazardous Components (Specific Chemical Identity, Common Name(s) OSHA PEL -- N/A ACGIH TLV -- NA for plastic concrete Other Limits Recommended -- None Formula -- Mixture of Portland cements, concrete aggregates, and chemical admixtures Concrete Ingredients: Portland Cement Chemical Family: Calcium Salts ACGIH Threshold Limit Value Total dust containing no asbestos and less than 1.0% silica - 10mg/m3 OSHA PEL (Transitional): Total dust -- 50 million particles/ft3 OSHA PEL (Final): Total dust -- 10mg/m3 Respirable dust — 5mg/m3 Substances similar to the following are known to be present in Portland cement: 3CaOOS02 CAS#12168-85-3 2CaOoSiO2 CAS#10034-77-2 ------- - - 3CaOoAl203 CAS#12168-85-34CaOcAh 03oSi02 CAS#12068-35-8 CaSO4oH 2 O 2 CAS#13397-24-5 Small amounts of CaO, MgO, K2 SO4, Nat SO4 may be present in Portland Cement. Portland Cement may also contain trace amounts (less than 0.05%) of chromium salts or compounds, including hexavalent chromium. Other ingredients: Concrete Aggregates: Inert Sand, Gravel and Stone Concrete Additives and Admixtures: May include Fly Ash. Also very small amounts (less than 1.0%) of organic and inorganic materials which have no effect on the hazards associated with the use of this product such as air entraining agents, Water Reducers, Superplasticizers, Fibrous Reinforcement, Pigments, etc. excess of Si02: Present in respirable form only under certain circumstances. In mg/m3 - 0.1 %crystalline silica. OSHA PEL = 0.1 mg/m3. ACGIH TLV = 0.1 See - IARC Probable. Sources for Si02; Flyash, Concrete Aggregates. notice and warning following section VIII Section III Physical/Chemical Characteristics Boiling Point N/A Specific Gravity (H20 = 1) N/A Vapor Pressure Vapor Density N/A Melting Point N/A N/A Solubility in water Slight(0.01 Evaporation Rate N/A to 1%) Appearance and Color gray, plastic, flowable, granular mud and odorless Section IV -- Fire and Explosion Hazard Data Flash Point N/A Flammable Limits N/A LEL N/A UEL N/A Extinguishing Media N/A Special Fire Fighting Procedures N/A Unusual Fire and Explosion Hazards N/A Section V -- Reactivity Data Stability : Unstable Stable X (Product stiffens and hardens in 2 to 8 hours and is no longer considered hazardous) Incompatibility (Materials to avoid) : None Hazardous Polymerization: Will not occur Section VI -- Health Hazard Data Route(s) of entry: Inhalation? No Skin? Yes Ingestion? Yes Health Hazards (Acute and Chronic) Acute — Wet Plastic, unhardened concrete, can dry skin and cause alkali burns (Cement Dermatitis). Chronic — Hypersensitive individuals may develop an allergic dermatitis. Cement mat contain traces of chromium. Carcinogenicity: NTP? No LARC Monographs? No OSHA Regulated? No Signs and symptoms of exposure: Irritation of skin and burning sensation particularly when exposure is in an area of skin previously subjected to abrasion or irritation. Medical Conditions general aggravated by exposure — None known Emergency and first aid procedures: Irrigate eyes immediately and repeatedly with water and get prompt medical attention. Wash exposed areas with soap and water. Apply sterile dressings. If ingested, consult a physician immediately. Drink water. This product may contain crystalline silica, as do virtually all other sand and stone products. Prolonged or repeated inhalation of crystalline silica can cause scarring of the lungs or progressive lung disease called silicosis. The symptoms include coughing, difficulty in breathing, wheezing and impairment of pulmonary function. The symptoms of silicosis tend to worsen with continued exposure to dust containing free silica, with advancing age and cigarette smoking. LARC has classified crystalline silica as a Group 2A potential human carcinogen and considers it to be carcinogenic in certain experimental animals. The carcinogenicity of crystalline silica to humans is neither certain or proven: LARC has concluded that there is insufficient evidence to consider silica to be carcinogenic in humans. Either silicosis or lung cancer may lead to permanent injury or loss of life. Note: Upstream material supplier's Material Safety Sheets as provided to Walt Flanagan & Co., are primary source for hazard determination data contained on this Material Safety Data Sheet. Section VII -- Precautions for Safe Handling and Use Steps to Be Taken in Case Material is Released or Spilled -- Spill does not increase hazard Waste Disposal Method — Material can be retained until hardens, when it can be disposed of a common waste. Always comply with applicable Federal, State and Local requirements. - Precautions to be Taken in Handling -- Use barrier creams, gloves, boots and clothing to protectthe skin from prolonged contactwith plastic unhardened Portland cement concrete. Particularly avoid abrasion of the skin in contact with unhardened plastic concrete. Precautions must be observed because cement burns occur with little warning -- little heat is sensed. Eye protection is not generally required except when placing methods cause splashing. In this case tight fitting chemical splash goggles should be used. Additional precautions -- If any cutting, grinding, scarifying or any other procedures are employed to hardened Portland cement concrete, dusting may occur. The dust in this fashion may cause (Alkali) cement burns. Also silica laden dust can be released during these operations, and appropriate precautions must be followed to prevent inhalation of this dust, either by engineering controls or suitable NIOSH approved respiratory protection. Section VIII -- Control Measures Respiratory Protection — Must be NIOSH approved and a type appropriate for the hazards encountered Ventilation -- See Section VII Protective Gloves — See Section VII Eye Protection -- See Section VII Other Protective clothing or equipment See Section VII Work/Hygienic Practices -- See Section VII Notice and Warning: The International Association for Research on Cancer (IARC) has listed Crystalline Silica as a probable carcinogen. Testing on laboratory animals subjectto crystalline silica has been evaluated as probable cancercausing. There are no testing results on humans. We deliverfreshly mixed unhardened Portland cement concrete. Crystalline Silica is only harmful in an airborne duststate; therefore, ifyou saw, grind orfracture hardened concrete, you may have an exposure to the crystalline silica. The information contained in this data sheet is for your use. All statements, technical information and recommendations contained are based on tests and data which we believe to be reliable but accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. Since the company shall not have control of the use of the product described herein, the Company assumes no liability for loss or damage incurred from the proper or improper use of such product. Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue Livermore, CA 94550 925-443-9700 www.graceconstruction.com410/16 Robertson's 200 S. Main st Corona, California 92336 Project Name: Various Locations Product Selected: WRDA® 64 This is to certify that the WRDA® 64, a(n) Water Reducer, as manufactured and supplied by Grace Construction Products, W.R. Grace & Co. - Conn., is formulated to comply with the Specifications for Chemical Admixtures for Concrete, ASTM: C494, Type A, D AASHTO: M194, Type A, D. WRDA® 64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale attached. Mike Gardner Western Region Technical Services Manager WRDA® 64 Water -reducing admixture ASTM C494 Type A and D Product Description WRDA® 64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready -to -use low viscosity liquid which is factory pre -mixed in exact proportions to minimize handling, eliminate mistakes and guesswork. WRDA 64 does not contain calcium chloride and weighs approxi- mately 10.1 lbs/gal (1.21 kg./L). I'm WRDA 64 produces a concrete with lower water content (typically 8 to 10% reduction), greater plasticity and higher strength. It is used in ready -mix plants, block and concrete product plants, in lightweight and prestressed work wherever concrete is produced. WRDA 64 also performs especially well in concrete containing fly ash and other pozzolans. Finisi'iabflit'y The cement paste, or mortar, in WRDA 64 admixtured concrete has improved trowelabil- ity. The influence of WRDA 64 on the finishability of lean mixes has been particu- Product Advantages • Consistent water reduction and set times • Improves performance concrete containing supplementary cementitious materials • Produces concrete that is more workable, easy to place and finish High compressive and flexural strengths larly noticeable. Floating and troweling, by machine or hand, imparts a smooth, close tolerance surface. Addition Rates The addition rate of WRDA 64 is 3 to 6 fl oz/ 100 lbs (195 to 390 mL/100 kg) of cement. Pretesting is required to determine the appro- priate addition rate for Type A and Type D performance. Optimum addition depends on the other concrete mixture components, job conditions, and desired performance characteristics. Compatibility with Other Admixtures and Batch Sequencing WRDA 64 is compatible with most Grace admixtures as long as they are added sepa- rately to the concrete mix, usually through the water holding tank discharge line. In general, it is recommended that WRDA 64 be added to the concrete mix near the end of the batch sequence for optimum performance. Different sequencing may be used if local testing shows better performance. Please see Grace Techni- cal Bulletin TB-0110, Admixture Dispenser Discharge Line Location and Sequencingfor Concrete Batching Operations for farther recommendations. WRDA 64 should not come in contact with any other admixture before or during the hatching process, even if diluted in mix water. Pretesting of the concrete mix should be performed before use, and as conditions and materials change in order to assure compati- bility, and to optimize dosage rates, addition times in the batch sequencing and concrete performance. For concrete that requires air entrainment, the use of an ASTM C260 air - entraining agent (such as Daravair® or Darex® product lines) is recommended to provide suitable air void parameters for freeze -thaw resistance. Please consult your Grace repre- sentative for guidance. WRDA 64 is available in bulk, delivered by metered tank trucks, and in 55 gal (210 L) drams. It will freeze at about 28°F (-2°C), but will return to full strength after thawing and thorough agitation. www.graceconstruction.com n.com Dispensing Equipment A complete line of accurate, automatic dispensing equipment is available. WRDA 64 may be introduced to the mix on the sand or in the water. Specifications Concrete shall be designed in accordance with Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. The water -reducing (or water -reducing and retarding) admixture shall be WRDA 64, as manufactured by Grace Construction Products, or equal. The admixture shall not contain calcium chloride. It shall be used in strict accordance with the manufacturers' recommendations. The admixture shall comply with ASTM Designation C494, Type Awater-reducing (or Type D water -reducing and retarding) admixtures. Certification of compliance shall be made available on request. The admixture shall be considered part of the total water. The admixture shall be delivered as a ready -to -use liquid product and shall require no mixing at the hatching plant orjob site. North American Customer Service: 1-877.4AD-MIX1 (1-877.423-6491) WRDA, Daravair and Darex are registered trademarks of W. R. Grace & Co. —Conn. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration, investigation and verification, but we do not warrant the results to be obtained. Please read all statements, recommendations or suggestions in conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any patent or copyright. W. R. Grace & Co. —Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Ontario, Canada L1S 3C6. This product may be covered by patents or patents pending. Copyright 2007. W. R. Grace & Co. —Conn. CMD-366G Printed in U.S.A. 5109 FA/LVI/1M Corporate Headyuar{ers 6280 Riverdale Street San Diego, CA 92120 n 619.280.4321 T 877.215,4321 F 619,280.4717 "/ wwwscstdorn Job Name: Robertson's Ready Mix Sample I.D.: 3/8" Job Number: 150003L Source: Redlands Date : June 17, 2015 Tested By: Dale Bartlett ASTM C136 Sieve Analysis of Fine Coarse and Aggregate C33 #8 Specification Metric Stand. % Pass % Pass 38.1mm 1112' 25mm 1" 9mm 3/4" 12.Smm 112" 100 90-100 9.Smm 3/8" 97 85-100 4.75mm # 4 11 10-30 2.36mm # 8 5 0-10 1.18mm # 16 4 0.5 600um # 30 300om # 50 150 m # 100 75um # 200 0.6 1 % Max %STM C88 Soundness of Aggregates -Sodium Sulfate Sieve Size Individual Individual % Retained % Loss % Loss B Wei ht 86 2.9 44, +#8 2.5 7 .v6 1 M C289 Potential -Alkali Silica I Alkaline Reactivity mmol/L 24 'This aggregate is considered to innocuous #42 L.A. Abrasion 41.8 50% Maximum ightweight Particles 0.0 0.5% Maximum lay Lumps & Friable Particles 0.0 5% Maximum Respectfully Submitted, Southern California Soil & Scott H. Vacula, PE C72600 Senior Materials Engineer Corporate Headquarters 6280 Riverdale Street San Diego, CA 92120 0 619,280.4321 r 877.215.4321 'a 619.280.4717 r. www.Scst.corn SDVOSS.DVBE.SBE Job Name: Robertson's Ready Mix Sample I.D.: 1" Source: Redlands Job Number: 150003E Date : June 17, 2015 Tested By: Dale Bartlett ASTM C136 Sieve Analysis of Fine and Coarse Aggregate C33 #57 Specification Metric Stand. % Pass % Pass 38.1 mm 1IW 100 25mm 1" 96 95-100 19, 3/4" 52 - 12.5mm 1/2' 29 25-60 9.5mm 318" 10 - 4.75mm # 4 4 0-10 2.36mm # 8 3 0-5 1.18mm # 16 " 600, # 30 300 m # 50 150, # 100 75„m # 200 0.9 1 % Max Alkaline Reactivity mmol/L I Dissolved Silica 26 'This aggregate is considered Innocuous L.A. Abrasion 42.1 50% Maximum !C131 123 Lightweight Particles 0.0% 0.5% Maximum142 Clay Lumps & Friable 0 0% 5% Maximum Particles Respectfully Submitted, Southern California Soil & Testing Q� A � \E Scott H. Vacula, PE C72600 \ Senior Materials Engineer ® DiegoSan Corporate Headquarters 6280 Piverdale Street San Diego, CA 92120 P 619.280.4321 r 877.215.4321 r 619.280.4717 '-V w .scst.com Job Name: Robertson's Ready Mix Sample I.D.: 1Y2" Job Number: 150003L Source: Redlands Date : June 17, 2915 Tested By: Dale Bartlett ASTM C136 Sieve Analysis of Fine and Coarse Aggregate C33 #4 Specification Metric Stand. % Pass % Pass 50mm 2" 100 100 38.1mm 1112" 92 90.100 25mm 1" 22 20-55 19mm 3/4" 2 0-15 12.5mm 1/2" 1 _ 9.5mm 3/8'. 1 0-5 4.75mm # 4 2.36mm # 8 1.18mm # 16 _ 600"m # 30 3o0"m # 50 150"m # 100 _ 75„m 9200 0.6 1 % Max ASTM CRR Rni inrinccc of A----... --- c_�:.._ ....,. al Individualu 4ed % Loss RiLEM.: % Loss B Wei ht g1.2 06 t (C33 Spec. 12% Max.) O,g AS FM 0289 Potential -Alkali Silica Reactivity Alkaline Reactivity mmol/L Dissolved Silica mmol/L 28 21 TEST RESULT C33 S ecification L.A. Abrasion 34.2 50% Maximum F Lightweight Particles 0.0% 0.5% Maximum Clay Lumps &Friable Particles 0.0% 5% Maximum Respectfully Submitted, Southern California Soil & Scott H. Vacula, PE C72600 Senior Materials Fnninaar U Corporate Headquarters Z 6280 Riverdale Street w San Diego, CA 92120 w Z P 619.280.4321 T 877.215.4321 Z 619.280.4717 w W .wW.scst.com SDVOSB. DVB6. SBE Job Name: Robertson's Ready Mix Sample I.D.: 3/8" Job Number: 150003L Source: Corona Hub Date : June 29, 2015 Tested By: Dale Bartlett ASTM C136 Sieve Analysis of Fine and Coarse Aggregate C33 #8 Specification Metric Stand. % Pass % Pass 38.1 mm iVwz 25mm 1" 19mm 3/4" 12.5mm 1/2" 100 90-100 9.5mm 3/8" 98 85.100 475, # 4 19 10-30 2.36mm # 8 3 0-10 1.18mm # 16 2 0.5 600"m # 30 _ 300 m # 50 150„m # 100 _ 75um # 200 0.2 1 % Max ASTM C88 Soundnass of Annronatac_Qn.ii,,... c, aa...,. Sieve Size Individual J y Individual ° /° Retained /° Loss % Loss By Weight -3/8", +#4 79 5.9 4.7 44, +#8 16 2.5 0.4 Total % Loss by Weight (C33 Spec. 12°/, Max.) 5.1 ASTM C289 Potential -Alkali Silica Reactivit Alkaline Reactivity mmol/L Dissolved Silica mmol/L 26 17 "This aggregate is considered to innocuous TEST RESULT C33 Specification L.A. Abrasion 23.2 50% Maximum E Lightweight Particles 0.0 0.5% Maximum layLumps&Friable particles 0.0 5% Maximum Respectfully Submitted, Southern California Soil & 6 -30_/6 l Scott H. Vacula, PE C72600 Corporate Headquarters V, 6280 Riverdale Street San Diego, CA 92120 K W .> 619.280.4321 LU z T 877,215,4321 c 619.280,4717 Z0/www.scst.com LU SDVOSB.DVB9.5B9 Job Name: Robertson's Ready Mix Sample I.D.: 1" Job Number: 150003L Source: Corona Hub Date: June 29, 2015 Tested By: Dale Bartlett ASTM C136 Sieve Analysis of Fine and Coarse Aggregate C33 #57 Specification Metric Stand. % Pass % Pass 38.1mm 11/2. 100 25mm 1" 96 95.100 19mm 3/4" 71 - 125mm 1/2" 25 25.60 9.5mm 3/8" 9 - 4.75mm #4 1 0-10 2.36mm # 8 0 0-5 1.18mm # 16 - 600m # 30 - 300m # 50 - 150,m # 100 - 75„m # 200 0.2 1 % Max ,.r A -4 _Q_. ;- Individual ASTM C289 Potential -Alkali Silica Reactivity Alkaline Reactivity mmol/L Dissolved Silica mmollL 22 16 This aggregate is considered innocuous ASTM TEST RESULT C33 Specification C131 L.A. Abrasion 28.2 50% Maximum C123 Lightweight Particles 0.0% 0.5% Maximum C142 Clay Lumps & Friable Particles 0.0% --_ 5% Maximum Respectfully Submitted, Southern California Soil & TE Scottift rn�� H. Vacula, PE G72600 Corporate Headquarters U, 6280 Riverdale Street Z San Diego, CA 92120 K W i` 619.280.4321 Lu z r 877.215.4521 F 619.280.4717 Z:+ www.scst.com W SDVOSfi.DVBE.SBE Job Name: Robertson's Ready Mix Sample I.D.: 1YV Job Number: 150003L Source: Corona Hub Date : June 29, 2015 Tested By: Dale Bartlett ASTM C136 Sieve Analysis of Fine and Coarse Aggregate C33 #4 Specification Metric Stand. % Pass % Pass 50, 2" 100 100 38.1m,,, 1112' 98 90-100 25„,m 1" 21 20-55 19mm 3/4" 1 0-15 12.5, 1/2" 0 - 9.5mm 3/8" 0 0-5 4.75mm # 4 - 2.36mm # 8 - 1.18mm #16 - 600m # 30 - 300 m # 50 - 150„m # 100 - 75,m, # 200 0.1 1 % Max —.--- - i___--a n---- _tea.... o'- AL — C,JFnM Individual Individual Sieve Size % Retained % Loss % Loss By Weight -11/2" , +3/4" 97 0.4 0.4 Total % Loss by Weight (C33 Spec. 12% Max.) 0.4 4STM C289 Potential -Alkali Silica Reactivity Alkaline Reactivity mmol/L Dissolved Silica mmol/L 49 1 25 'This aggregate is considered innocuous ASTM TEST RESULT C33 Specification C131 L.A. Abrasion 12.4 50% Maximum C123 Lightweight Particles 0.0% 0.5% Maximum C142 Clay Lumps & Friable Particles 0.0% 5% Maximum Respectfully Submitted, Southern California Soil & Scott H. Vacula, PE C72600 Senior Materials Enqineer �� jZ