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HomeMy WebLinkAbout6028; PALOMAR AIRPORT RD & COLLEGE BLVD IMP; SUBMITTALS; 2008-03-24p —Nam1 4 Ld GENERAL ENGINEERING INC. ProiectTéam: PAL General Engineering Inc. 5374 Eastgate Mall San Diego, CA 92121 Phone: (858) 638-7100 Fax (858) 638-77102 Email lnfo@palsd.com Khader Safi Project Manager (24 Hour Emergency Contact) Office Phone: 858-638-7100, ext. 12 Cell Phone: 858-752-4901 .• Email: ksafi@palsd.com Alex Karaja 0 Superintendent (24 Hour Emergency Contact) 0 Office Phone: 858-638-7100, Cell Phone: 858-663-4933 Email: atex@palsd.com 0 0 Armando Ramirez 0 Project Foreman 0 Cell Phone: (619) 520-7369 Maria Estrada 0 • Project Accountant/ Payroll Administrator Office Phone: 858-638-7100, ext. 16 Cell Phone: 858-652-8542 0 Email: maria@palsd.com 0 5374 Eastgate Mall. San Diego. CA. 92121 Phone (858) 638.7100 Fax (858) 638.7102 License No.916931 SB#57496 vww.pa1sd;coin Infopa1sd.com CONTRACTOR SUBMITTAL LOG PROJECT: JOB NO: ACTION CODE: A- ACCEPTED WITH NO COMMENTS C- REVISE AND RESUBMIT CONTRACTOR: B - ACCEPTED WITH COMMENTS D - REJECTED DATE RECD SUBMITTAL NUMBER DESCRIPTION CONTRACTOR TRANSMITTAL NUMBER # COPIES RECD DATE RECD FROM Contractor DATE TO PROJECT ENGINEER ACTION - - DATE RECD FROM P.E. # COPIES RECD - COMMENTS DATE SENT TO CONTRACTOR A B C D 2/5/13 1 Public Notification Letter 10.1 1 2/5/2013 2/6/2013 - - 2/12/13 1 x 2/13/13 2/5/13 2 AC & Tack Coal AC Class C2- jR15 Vulcan 1-Jan 1 1 2/5/2013 2/6/2013 - X 2/12/13 I 2/13/13 2/5/13 3 AC 3/4 Type 1 B-Dense Med. Coarse Cal ComAC 12-Jan 1 2/5/2013 2/6/2013 2/5/13 4 1 A 1/2 C2 Dense Med.Cal Corn Ac 13 1 215/2013 2/6/2013 X - - 2/12/13 1 - NONE 2/13/13 2/5/13 5 AC 1/2 C2 Dense Med. Cal Corn IAC 13 1 1 215/2013 2/6/2013 X I- - - 2/12/13 1 NONE 3/13/13 2/5/13 6 AC3/4 Type B Dense Medium Coarse CaCom AC . 13 1 . 2/5/2013 2/6/2013 X - - - 3/13/13 1 NONE 3/13/13 2/5/13 7 Concrete Hanson 3250 21 1 2/5/2013 2/6/2013 X - 2/25/13 1 delete fly ash 2/27/13 2/5/13 8 Concrete Superior 325O 22 1 2/5/2013 2/6/2013 - X - - 2/25/13 1 delete fly ash 2/27/13 2/5/13 9 Concrete Superior2500 22 - 1 2/5/2013 . 2/6/2013 - - - ix 2/25/13 I 2/27/13 2/5/13 10 Mitsubishi Cement Cart 22 1 2/5/2013 2/6/2013 X - - - 25-Feb 1 27-Feb 2/5/13 11 Mitsubishi Cement MSDSt 22 1 2/5/2013 2/6/2013 X - - - 25-Feb I 27-Feb 2/5/13 12 Pacific Aggregates Sand 22 1 2/5/2013 2/6/2013 X - - - 25-Feb 1 27-Feb 2/5/13 1 13 Soils Report on Aggreegates . 23 1 2/5/2013 2/6/2013 X - - - 25-Feb 1 27-Feb 2/5/13 14 SuperiorconcreteMDSS 23 1 2/5/2013 2/6/2013 X - - - 25-Feb 1 27-Feb 2/5/13 15 Recycled 3/4 Cllass2 23 1 2/5/2013 2/6/2013 X_ - - - - 27-Feb 2/5/13 1 16 3/4 Class 2Vulcan 23 1 215/2013 2/6/2013 X_ - - - 12-Feb 1 NONE 13-Feb .2/5/13 17 Concrete Palomar 3250 23 . 1 2/5/2013 2/6/2013 X - - - 26-Feb 27-Feb 2/5/13 18 Concrete Palomar 2500 23 1 3/5/2013 3/6/2013 - - - X 26-Feb 27-Feb 2/5/13 19 Cat Portland Cement 1 2/5/2013 2/6/2013 X_ - - - 12-Feb 13-Feb 215/13 20 '/4Class2 Hansen 43 1 215/2013 2/6/2013 X_ - - - 12-Feb 1 NONE 13-Feb Page 1 of 2 tf PROJECT: JOB NO: CONTRACTOR: - CONTRACTOR SUBMITTAL LOG ACTION CODE: A- ACCEPTED WITH NO COMMENTS C - REVISE AND RESUBMIT - B - ACCEPTED WITH COMMENTS 0-REJECTED DATE RECD SUBMITTAL NUMBER DESCRIPTION CONTRACTOR TRANSMITTAL NUMBER # COPIES RECD DATE REC'D FROM Contractor DATE TO PROJECT ENGINEER ACTION - - DATE RECD FROM P.E. If COPIES RECD COMMENTS DATE SENT TO CONTRACTOR A B - C - D - 2/5/13 21 RCP PIPE -i 2/5/2013 2/6/2013 X_ - - - 2/12/2013 1 NONE 2/13/2013 2/5/13 22 Project Schedule 91 1 2/5/2013 2/6/2013 - - - - 2/19/13 23 Traffic Control Plan - 1 2/19/2013 2/25/2013 - - - - - le441- CIO 617 440 - Page 2of2 • -, g 0 CD 6 CD 0 C) C) CD (I) 0 _oC CL <> o° Co 0 CD O)CD CD CD n5 = . '.0 0) 4, CD • -4, '. • SE-1 Silt Fence SE-2 Sediment Basin Sediment Trap SE-3 SE-4 Check Dam CL • • M SE-5 Fiber Rolls • SE-6 Gravel Bag Berm - ------------ Street Sweeping and --- SE-7 Vacuuming — - • • • - SE-8 Sandbag Barrier ic — - - • SE-9 Straw Bale Barrier 0 - • --Storm Drain Inlet - - • — SE-10 Protection SE-il Chemical Treatment Tracking Control BMPs C t5 0 — U) BMP Description -* • , NV) N ca U) 2w • co.E O co Cm m CASQA Designation -* • ' C\J C) Construction Activity V Site Access point(s) Staging area access point(s) Maintenance access roads to BMPs Other (list): V Page 8 of 10 Tier 2 Site Assessment Fo 3/24/08 C) —— N -c gQ CA n CD cn(a__ CD 03 0) CD - C go . r/) Cr R 2i 0 FY 90 8 90 5 (p a 0 t) (D M — 5. 4, (1) NS-1 Water Conservation Practices NS-2 Dewatering Operations NS-3 Paving and Grinding Operations NS-4 Temporary Stream Crossing Z NS-5 Clear Water Diversion NS-6 Illicit Connection/Discharge • NS-7 Potable Water/Irrigation • NS-8 Vehicle and Equipment Cleaning • • NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance CD NS-11 Pile Driving Operations • NS-12 Concrete Curing W NS-13 Concrete Finishing • NS-14 Material and Equipment Use NS-15 Demolition Adjacent to Water NS-16 Temporary Batch Plants 00 0Im0U00O CD CD W -. I - gg 00 - oOo CDo>0 C) • - CD - CD 0) CO = (D go -. °Cl) o .-,. 5 2.0 0 So (D C) 0 CD w CD 0 T). CD • CD 6 Cn 0 Cb 0 c • O. 0 0 CD -n 3 C CA - 0 1 1 WM-1 Material Delivery and Storage WM-2 • Material Use • . • WM-3 Stockpile Management • —.- -- WM-4 Spill Prevention and Control 03 WM-5 • Solid Waste Management • WM-6 Hazardous Waste Management M CL • • UA) • WM-7 Contaminated Soil Management (" • M WM-8 • Concrete Waste Management - WM-9 Sanitary! Septic Waste Management g. • • • 0 • • • 0 • --- WM-1O Liquid Waste Management • • oao.oS.o<mC',5n5OoWHO 11 O CD CD D -. (I) 0. : - > - - - - a . . Cr) CD CD CD CL 0 >5'a5W Cn CD S- D) -' CD C -. g -.- o -, -, CD Cl) — -. o o 0) -' CD CD -. m x - CD t 0. CD 0) W -4- CL • 5> 0. CD 0 co - CD '1' EC-1 Scheduling • EC 72 Preservation of Existing Vegetation • EC-3 Hydraulic Mulch • EC-4 Hydroseeding EC-5 Soil Binders EC-6 Straw Mulch -------------- () EC-7 Geotextiles & Mats EC-8 Wood Mulching 2. EC-9 Earth Dikes and Drainage Swales EC-1.0 Velocity Dissipation EC-1 1 Slope Drains EC-12 Streambank Stabilization • • EC-13 Polyacrylamide ni ic • WE-i Wind Erosion Control Co. 'CD(D' CDCI) = CD a, CD (a - CD CD - - C - c .-..Ei~ - = -. CD a. CD D. 0 • 0 CD () -. 0 CD CD >5a0W5 (fl(a >OØ CD - o 0 -, CD C ' -. CD -. - fl - a, -, CD < - -. Cl) C) - (a fl) -CO X CD a,CD wO'<ri ' U 5> 0 .cn C,, EC-1 Scheduling • ' EC-2 Preservation of Existing Vegetation • , EC-3 Hydraulic Mulch EC-4 Hydroseeding m • EC-5 Soil Binders 0 -----------•-- _________ EC-6 __________ Straw Mulch, -------------- 0 C) EC-7 Geotextiles & Mats EC-8 Wood Mulching 2. ------- • EC-9 Earth Dikes and Ow Drainage Swales 10 VI) EC-1 0 Velocity Dissipation EC-li Slope Drains EC-12 Streambank Stabilization EC-13 Polyacrylamide • 0 m 0 0 0 WE-1 Wind Erosion Control 0•', • 0 CL 0 ___ C) C) > C/) CO rol a CL CD co > CD M5. = O. . 0 4, g 1- N SE-1 Silt Fence SE-2 Sediment Basin N SE-3 Sediment Trap S SE-4 Check Dam 3 -"----- N SE-5 Fiber Rolls N N SE-6 Gravel Bag Berm Street Sweeping and - SE7 Vacuuming - - - - -.-- - - - - - W SE-8 Sandbag Barrier SE-9' Straw Bale Barrier Storm Drain Inlet N .N SE - iO PrOtection SE-1 1 . Chemical Treatment CD 00 0 -4 CD (I, CD >. CD * CD 0 0 00 o(I) CD -S CD )nm 0 C) () 0 > ••C•)CDCI) CD -% 0) Cl) U) W . • C CD Cl) Cl) Cl)Cfl<0 (D (l) '-I r+ CD Cl) CD 0) 0. - Ch fl . o CD Cl) Stabilized Construction ' Ingress/Egress TR-2 Stabilized Construcion Roadway C) - - - TR-3 Ingress/Egress Tire Wash Tj 0 OOO5WWOIO)mQ,nC)-uocnoor- C) -g°CD 0 Cr DQ0 2 C CL -C3 I_FQ I NS-1 Water Conservation Practices NS-2 Dewatering Operations NS-3 Paving and Grinding Operations NS-4 Temporary Stream Crossing S Z NS-5 Clea r Water Diversion NS-6 Illicit Connection/Discharge NS-7 Potable Water/Irrigation NS-8 Vehicle and Equipment Cleaning • .5 NS-9 Vehicle and Equipment Fueling S NS-10 Vehicle and Equipment Maintenance 3 NS-11 PileDrivingOperations • • NS-12 Concrete Curing S NS-13 Concrete Finishing • • NS-14 Material and Equipment Use • NS-15 Demolition Adjacent to Water NS-16 Temporary Batch Plants CD 0 -L I *CDOOfl)(DQ)wKwOMmww: D)OO.D) 0CD,C)00CD cDD) NC. B. - 5C)C)5° CA CD >CDCDI'O >5 Cl) c g'J Cfl Dgo 0 CD CD o •• CD CD C cl . 0)-. o 0 0 R. 0 (C Cfl WM71 Material Delivery and Storage WM-2 Material Use --- LAO - -- WM-3 Stockpile Management WM-4 Spill Prevention and Control 03 WM-5 SOlid Waste Management - WM-6 Hazardous Waste Management M CL --- • • WM-7 Contaminated Soil Management -• WM-8 Concrete Waste Management WM-9 Sanitary! Septic Waste Management ______ • 0 • ------ WM-10 Liquid Waste Management oaoao.o<m,)5-cJ)5-oowHorno CD E;rj)c coo M. CI) 0 • C C Cn CD - 0)' Cl) CD (T) ma0 >o.oiJ _ CD '- Q) 5• -. 0 - -' • : Cn EC-1 Scheduling • EC-2 Preservation of - .• - - - - - - - - - - - - - - - ____________ Existing Vegetation EC-3 Hydraulic Mulch EC-4 Hydroseeding EC-5 Soil Binders EC-6 Straw Mulch C.) EC-7 Geotextiles & Mats EC-8 Wood Mulching 2. EC-9 Earth Dikes and ic Drainage Swales EC-lO Velocity Dissipation EC-1 1 Slope Drains EC-12 Streambank • • _________________ Stabilization EC-13 Polyacrylamide • • m • • WE-1 Wind ErOsion Control • • • 0 CL 'Q 000mcC/OOCl)-1 O O C -, — n) 0 (•) tz C') oocnCD 0) -' CD -. XCD mo).cD+ CL Q)CDC) 0 CD CD (. Cn CD 2> D CD . CD — CL 0) o C) o 0) 4, g 4, 16,1 1 - -. SE-1 Silt Fence SE-2 Sediment Basin SE-3 SédimentTrap CA • SE-4 Check Dam CL N' SE-5 Fiber Rolls • N' N SE-6 Gravel Bag Berm 2 - • ---- Street Sweeping and - Vacuuming 2. IM N' N SE-8 Sandbag Barrier - - - -- • • SE-9 Straw Bale Barrier Storm Drain Inlet NM • SE-1.0 - Protection • SE-li Chemical Treatment • • : cDa CD Q)CD 0> S • -icn 0 • DD)O 00— - CD Cl) U) (D Cl) C) C) CD En .. Co S - Cfl— C) a) -. ..• 0 03 • S . • -u U) • • TR-1 Stabilized Construction • Ingress/Egress • C, IM TR-2 Stabilized Construcion 02 Roadway S • co O S • TR-3 • Ingress/Egress Tire Wash crc CD 0 o —Cc J a::3 - 0 0 CL _.[ 0 Cn qj CD 0 90 co 4 1 0 1 NS-1 Water Conservation Practices NS-2 Dewatering Operations • Ix NS-3 Paving and Grinding Operations NS-4 Temporary Stream Crossing. • Z NS-5 Clear Water Diversion • • NS-6 Illicit Connection/Discharge .11 NS-7 Potable Water/Irrigation NS-8 Vehicle and Equipment Cleaning ic • NS-9 Vehicle and Equipment Fueling - -------------- • NS-10 Vehicle and Equipment Maintenance • ___-------------- •• 3 NS-11 Pile Driving Operations • • • NS-12 Concrete Curing • W • NS-13 ConcreteFinishing • NS-14 Material and Equipment Use NS-15 Demolition Adjacent to Water • T. 1-11 NS-16 Temporary Batch Plants I CD -A 0 NC D.CD'<= - D ,Cr 0OCD>CO) 3DoO D ccD CDCD W qZ o0 0 I O-C.OwoImc,ouoc)or- Cr Ig) CO T- m -CD -i u - a CD 0 o U) 0 0 4' o). 4'.-- cn 1. • WM-1 Material Delivery and Storage WM-2 Material Use WM-3 Stockpile Management • - . WM-4 Spill Prevention and Control .03 - VVM-5 - SOlid Waste Management . . .- - 21 WM-6 Hazardous Waste Management W CL - _uø WM-7 Contaminated Soil Management ----- fu • ------- WM-8 Concrete Waste Management 0 - 0 • WM-9 . Sanitary/ Septic Waste Management • - . - WM-10 Liquid Waste Management Qlitg of Qlarlø hub 5950 EL CAMINO REAL CARLSBAD, CALIFORNIA 92008 (760) 602-2780 PUBLIC WORKS - ENGINEERING CONSTRUCTION MANAGEMENT & INSPECTION irrr. ap cirnaMmu!"TaIL DATE 0$ NO. I .c'8/6o2 _76'T' ATTENTION oM4 D4 Co-cc evo. Z?'s c rj ui/ 7. WE ARE SENDING YOU ' Attached 0 Under separate cover via ________________________the f6'llowinj;items: Shop drawings 0 Prints 0 Plans 0 Samples ' 0 Specifications ) Copy of letter 0 Change order 0-- Dated . .• COPIES DATE NO. DESCRIPTION • - 2. / \/1tC,2V 'Crs - c) - La.ic,<" zs-o 20. 2/ C4fSJZ 6',QS 7-0 THESE ARE TRANSMITTED as checked below: - 7 P,-for approval o For Checking o Resubmit copies for approval For your use o Approved as submitted o Design only, not for construction As requested o Approved as noted 0 Return corrected prints For review and comment o Returned for corrections 0 For your action REMARKS '/- /Vu V f7T/2A/r "l' 2,7 iVf -/vt p7-/,'v5- . 7 0 copylo a8/ 6z9 0 . - 2 I / , •00 SENT BY / ... /- -7'7) / / RECEIVED BY •• - Date It Date :-- ............ •--•-••- -. 2 /27/13 . ATTENTION SA,C7 RE 4,7 9o191- /0 40 /A/(SLcT/u/'/ VEM'r'7 (!tttg of Qlarlidiab 5950 ELAMINOREAL i CARLSBAD, CALIFORNIA 92008 (760) 602-2780 PUBLIC WORKS — ENGINEERING ONSTRUCTION MANAGEMENT & INSPECTION No PAL /v6' A. WE ARE SENDING YOU '0 Attached 0 Under separate cover via ______________________the following items:. Shop drawings • 0 Prints 0 Plans 0 Samples 0 Specifications Copy of letter 0 Change order 0 Dated________ COPIES UAIL NO. ucIr,Iv,1 2 7 //,,so./ C21vce T. T)'Y ')L/1) 4e19i/72-4 I- 7- i 7. Al ':75 /2 /'7(4Cfl4',S 417s 2 2 // rn/v fr7r1) THESE ARE TRANSMITTED as checked below: For approval 0 For Checking 0 Resubmit copies for approval 21' For your use 0 Approvedas submitted 0 Design only, not for construction As requested 0 Approved as noted 0 Return corrected prints 0 For review and comment 0 Returned for corrections 0 For your action - -266 REMARKS -/flñke _ A4Z .Q RI? Ec/Qs /oEO. 14X,12 -o ,,o- d/fNo 'cyr' 1401 ,Q ET/' ./3: 's_ /7 o / / — A" COPY TOfr/I-'-- ' --• - SENT BY/, z1/u3 RECEIVED I. oi Date Date ._.s ------ HI $ C- - - t .. City of Carlsbad 5.950 El Camino Real Carlsbad, CA NO MC T/ c/CA i oN 7 Resubmittal YES NO 8e c,1c PiorEC-T No. of Copies: 1 t. Public Notices • • . PAL • • Prepared on 01/23/13 Prepared by: Heather Barnhill • • •. •• • 5374 Ergar .\rJ. San Diego. C\ 92.121..Phonc 85-38-7100. VU 859-638-7102 .iceue No. 910931 • SJ57496 w.pa1d.com fnfo@paIsd.eoi • • City of Carlsbad 5950 El Camino Real Carlsbad, CA Public Notices CONTRACTOR'S CERTIFICATION: - The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. S Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. S S 4 Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. ' S 5. Submittal has beeli, coordinated with other submittals and work and propod products and construction - will properly interface with other construction. S Khader Safi S S S Project Manager S S PAL General Engineering S S 55 5 .5374 Fisiu MIfl. San Dkgei.C\ 9212h iThonc 85R-638-7100 Fsx MA-618-7 101 r c No. 916931 'It57496 p-il ci corn 1nk(7 p ii ci corn S S S S P~> j: PAL General Engineering To: Residents & Business's of Palomar Airport Rd & College Blvd. Re: PAR & College Blvd. Intersection Improvements PROJECT: The City of Carlsbad and its contractor PAL General Engineering Inc. are working on improving the intersection at Palomar Airport Rd & College Blvd. LOCATION: Palomar Airport Rd. & College B . ter ion TIMELINE: Construction is planned to start da ,February19,2Ol and ne 2lst, 2013 barring unforeseen problems or weather condi ion WORK t- 4:00 P)vl Monday through Friday POSSIBLE INCONVN1ENCE ffic might be delayed by the work Si .heu-nate.als are being delivered or picked up. I er to comp e some tasks of the work, c ewill need to Sahib street parking by the project site. . be posted alon a omar Airport Rd,)3 (three) days in S advance and will be enfoi hefortite'Department; please park ' ets '4s1g working hours. If Lane closure is expcted, traffic will be shifted or detoured. There will be open trenches during working hours, however, pedestrian access might be interrupted. No interruptions in sewer, water, electric, gas or phone service is anticipated. RESIDENT ACTIONS: Persons sensitive to petroleum products h - : assure their safety ear Th work area. (or of any drawing Of PAL . ::.-- c c~rarmance of the IAI General Engineering Inc. ithe r shalt Contractor Ne (858) 638-7100 ;cn any iitthj prced upon PAL anyP(O* Emergency 24/7: (858) 752-4901 I.nfo@valsd.com We apologize for any in 2JSUtMlT FJ AMQ AND RESUBMIT 0........MAKE CORRECTION'S NOTED o........ NO EXCEPTIONS TAKEN City of Carlsbad 5.950 El Camino Real Carlsbad, CA General Engineering Inc. Public Notices 6028/6029 Submittal No. 10-1 Resubmittal: YES NO No. of Copies: .. Prepared on: 01/23/13 Prepared by: Heather Barnhill 5374 itk N1I). S;i I)ic1p CA 92121. Photic, 851-3 -7f(t). ia 115c-(.-71O2 keuc \c, 9 1693 SJ57496 uv.iId.c:oni o General EngineeringInc. City of Carlsbad 5950 El Camino Real Carlsbad CA Public Notices CONTRACTOR'S CERTIFICATION The undersigned as representative of Contractor for the above Project submits the following and certifies 1.. Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. 2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. • • S .5. Submittal has beeh coordinated with other submittals and woik and proposed products and construction will properly interface with other construction. • 0 Khader Safi Project Manager • PAL General Engineering . 0 • 0 • • . 574 1tt \biL Sal Dk•. C 92121; Ph(ne Fas 85Pri • 0 I ct.n ( 9 10911 • SII57.i96 • -hifofil-pal,;dx~. 0 • :..p D PAL General Engineering To: Residents & Business's of Palomar Airport Rd & College Blvd. Re: PAR &.College Blvd. Intersection Improvements PROJECT: The City of'Carlsbad and its contractor PAL General Engineering Inc. are working on improving the intersection at Palomar Airport Rd &College Blvd. LOCATION: Palomar Airport Rd. & College B . ter ion TIMELINE: Construction is planned to start n Frida , February 19', 201 and ei ding Frid me 21st, 2013 barring unforeseen problems or weather condi ion WORK HOUR OA. tOOP Monday through Friday POSSIBLE INCONVENIENCE ffic might be delayed by the work sishen-matçals are being delivered or picked up. I er to comp e some tasks of the work, c eWwiU need to phibit street parking by the project ste. " " gnwill be posted alon aüar Airport pr parking (three) days in advance and will be enforc he-PticrDartrnent; please park ts i(g working hours. If Lane closure is exptcted, traffic will be shifted or detoured. There will be open trenches during working hours, however) pedestrian access might be interrupted. No interruptions in sewer, water, electric, gas or phone service is anticipated. RESIDENT ACTIONS: Persons sensitive to petroleum products should be aware that asphalt will be used iirtmrprojeCt Tie or keep pets inside to assure their safely and that of woikers Keep children away floin work aiea L. ..\ v' r o any airM9 01 CONTACTS ndtofeleS8!h ..'r,rmfiflGeOtt Contractor P:aceti upon turn by any Q(QVI PAL General Engineering Inc. t . (858)638-7100 . . • ' Emergency 24/7: (858) 752-4901 °r .;j UMiT Info@palsd.com jQ AND RESUBMIT C0RREG1I045 NOTED I 1 o........ NO EXCEPTtONS1AN We apologize for any inconveni e that ml h be fhispcojeetr— ...... 0 o General Engineering Inc. City of Carlsbad . .5950 El Camino Real •• . . Carlsbad, CA Public Notices .. : CONTRACTOR'S CERTIFICATION The undersignedi as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. . . . . Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. . 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. . • . . S .5. Submittal has beeh coordinated with other submittals and work and propoèd products and construction will properly interface with other construction. • Khader Safi • . S • • Project Manager . • S • S • S S PAL General Engineering • S • S 5174 Mal). Sui 1)ko, C..\ 92121. J'hin -63M7 III( J. Fax 853'-7102 S jc,5',,,Nip. 91(9-)I • 1/57496 1d.cum - ltf(p.Ixd.ccint S S S.' .L..0 PAL General Engineering To: Residents & Business's of Palomar Airport Rd & College Blvd. Re: PAR & College Blvd. Intersection Improvements PROJECT: The City of Carlsbad and its contractor PAL General Engineering Inc. are working on improviig the intersection at Palomar Airport Rd & College Blvd. LOCATION: Palomar Airport Rd. & CollegpBe r ion TIMELINE: Construction is planned to start , Febrti 19th,201 and elg Frid' Ine21s(, 2013 barring unforeseen problems or weather condi WORK HOUR 'TsI tOnday through Friday S POSSIBLE INCONVENIENCE ffic might be delayed by the work siheu-mate.rals are being delivered or picked up. I er to comp e some tasks of the work, c eiiwill need to phibit street parking by the project site. " • " ivill be posted alon aiiiar Airport Rd)3 (three) days in advance and will be please park • ts '4i(g working hours. If Lane closure is expected, traffic will be shifted or detoured. There will be open trenches during working hours, however, pedestrian access might be interrupted. No interruptions in sewer, water, electric, gas or phone service is anticipated. RESIDENT ACTIONS: Persons sensitive to petroleum products should be aware that asphalt will be usedi Tie or keep pets inside to assure their safety and that of woikeij r Keep children away from work atea L of cnyd9 ol CONTACTS • , dioreteSethe t,on Nertha Contractor ,ce uponhimbyEflYPb0* PAL General Engineering inc. l i1 (858) 638-7100 Emergency 24/7: (858) 752-4901 1nfo(12alsd.corn utMtT MD AND RESUBMIT MPKE CORREcTIONS NOTED 0 ........ NO EXCEPTIONS TAKEN We apologize for any in J\J 0 . General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA. . • Resubmittal: YES NO No. of Copies: . 1 Prepared on: 01/23/13 Prepared by: Heather Barnhill .. • • 5374 Eastgate Mall. San Diego, C\ 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 • S13#57496 www.palsd.com Infopalsd.com CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project submits the following and certifies 1 Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted 2. Required dimensions have been field.verified and are acceptable-for installation of proposed products and construction of proposed work 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation 5 Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction • 5374 Easrgatc Mali. San Dicgo, CA 92i2 Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com lnfo@paisd.com ED PAL General Engineering To: Residents & Business's of Palomar Airport Rd & College Blvd. Re: PAR & College Blvd. Intersection Improvements PROJECT: The City of Carlsbad and its contractor PAL General Engineering Inc. are working on improving the intersection at Palomar Airport Rd & College Blvd. LOCATION: Palomar Airport Rd. & College B . ter ion TIMELINE: Construction is planned to start Frida Februa land 121t, 2013 barring unforeseen problems or weather condi ion r4-00 WORK HOUR 700 AMt Pjs'I Monday through Friday POSSIBLE INCONVEMNIENSE,&Jxaffic might be delayed by the work site ials are being delivered or picked up. In er to comp e some tasks of the work, c s will need to p hibit street parking by the project sL,e. " • " will be posted alon omár Airport Rd 3 (three) days in advance and will be enfordhy-thePoirUepartment; please park ets g working hours. If Lane closure is expected, traffic will be shifted or detoured. There will be open trenches during working hours, however, pedestrian access might be interrupted. No interruptions in sewer, water, electric, gas or phone service is anticipated. RESIDENT ACTIONS: Persons sensitive Tie or keep pets inside to assure their skfeity and that ofi8orkers)f. C/q1t_SBAD Keep children away from work are a. CONTACTS: SHOP DRAWING REVIEW ?e ppiv "e Eiee1 ru ay &,rup or ric;nt drawir% (or of any drawing of Contractor Cr e~uipnaiii~'' '.'. ì• d3flFd to release the cr 1 ... € OflOflfl2fl of the PAL General Engineering Inc. wd Sioatons. Neither shag (858) 638-7100 o€e the c,ortncio: from any Iiatht pced upon him by any provi- Emergency 24/7: (858) 752-4901 . . fo@ea1sd.com We apologize for any in S JEC DIRE3UMIT o........AND AND RESUBMIT 0........MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN that mi h ~he 4Y~ • • Prepared on: 01/23/13 • • • Prepared by: Heather Barnhill • 5374 IEasratcMaU. San Diego, C\ 92L21. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 S13#57496 www.palsd.com Jnfo@palsd.com S 'O General Engineering Inc City of Carlsbad' 5950 El Camino Real 'Carlsbad, CA Public Notices CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project, submits the following and certifies I. Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents ' except as noted. '' " ' • • • 2. Required dimensions have been field verified and are acceptable'for installation of proposed products and • construction of proposed work. ' • ' ' • S • •': 4. Fabrication processes and construction methods' proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. ' 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction'.. ' •• ' S ' ' ' ' Khader Safi • ' S • • S S S S Project Manager • • S 55 S• S PAL General Engineering S • S ' ' • S S S S 5 S S 5374 Eastgate Mall. San Diego; CA 92121. Phone S5.8-638-710O.-Fax 858-638-7102 • 5 5 License No. 916931 SB#57496 www.palsd.com lnfopalsd.com S • S S S 5 5 55 5 5 ..•S S•S S . ... r r I)] PAL General Engineering To: Residents & Business's of Palomar Airport Rd & College Blvd. Re: PAR & College Blvd. Intersection Improvements PROJECT: The City of Carlsbad and its contractor PAL General Engineering Inc. are working on improving the intersection at Palomar Airport Rd & College Blvd. LOCATION: Palomar Airport Rd. & CollegeqBt . er ion TIMELINE: Construction is planned to start bruary 19th, 201 and e ding Frid ne 2 2013 barring unforeseen problems or weather condi WORK HOUR 7:00 A t r0 P Monday through Friday POSSIBLE INCONVffENCES ffic might be delayed by the work site ials are being delivered or picked up. I er to comp e some tasks of the work, c s will need to p hibit street parking by the project si%e. " • " will be posted alon omar "etso t Rd 3 (three) days in advance and will be enfordb4hePoliiDepartment; please park g working hours. If.Lane closure is expected, traffic will be shifted or detoured. There will be open trenches during working hours, however, pedestrian access might be interrupted. No interruptions in sewer, water, electric, gas or phone service is anticipated. . RESIDENT ACTIONS: Persons sensiti ve to petroleum products should be aware that Keep children away from assu re tlieir sifety and at oorSei F CpR1PDPJ Ti t CONTACTS: work area. SHOP DRAWING REVIEW The ppu3 'e Eieer o' ay sn or drWifl (or f any drawing of Contractor e deemed to elease the T e mianc of the tu. General Engineering Inc. cat!ons. Neither shall (858) 638-7100 -aae the Cor.tracto: trem any liability placed upon him by any pcovi Emergency 24/7: (858) 752-4901 . nfo@alsd. corn We apologize for any in 0 RE3T O........N.101,4D AND RESUBMIT 0........MAKE CORRECTIONS NOTED EXCEPTIONS TAKEN .v NO e~ 1hal mi h~.beg f . f; .. . . . I * * . P, General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA Public Notices • • 6028/6029 Submittal No. 10-1 Resubmittal: YES NO - No. of Copies: .• Public Notices PAL Prepared on: 01/23/13 Prepared by: Heather Barnhill 5.74 Eastgate [\Eall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License .No. 916931 SB#57496- www.palsd.com Jnfopalsd.com p l~ ~40 0 0 General Engineering Inc. City of Carlsbad 5950 El Camino Real . . Carlsbad, CA Public. Notices CONTRACTOR'S CERTIFICATION: . . . Theundersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been'field verified and are acceptable for installation of proposed products and construction of proposed work. . . 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. . . Khader Safi. Project Manager PAL General Engineering 5374 Eastgre Mall. San Diego, CA 92121. Phone 858-638-7100. 17ax858-638-7102 License No. 916931 SB#57496 wwwpalsd.com Info@palsd.com . 'PJ'1 PAL General Engineering To: Residents & Business's of Palomar Airport Rd & College Blvd. Re: PAR & College Blvd. Intersection Improvements PROJECT: The City of Carlsbad and its contractor PAL General Engineering Inc. are working on improving the intersection at Palomar Airport Rd & College Blvd. LOCATION: Palomar Airport Rd. & College Blvd. Intersection TIMELINE: Construction is planned to start on Friday, February 19th, 2013 and ending Friday, June 21', 2013 barring unforeseen problems or weather conditions. WORK HOURS: 7:00 AM to 4:00 PM Monday through Friday ' POSSIBLE INCONVENIENCES: Traffic might be delayed by the work site when materials are being delivered or picked up. In order to complete some tasks of the work, crews will need to prohibit street parking by the project site. "No Parking" signs will be posted along Palomar Airport Rd. 3 (three) days in advance and will be enforced by the Police Department; please park on side streets during working hours. If Lane closure is expected, traffic will be shifted or detoured. There will be open trenches during working hours, however, pedestrian access might be interrupted. No interruptions in sewer, water, electric, gas or .phone service is anticipated. RESIDENT ACTIONS: Persons sensitive to petroleum products should be aware that asphalt will be used in this project. Tie or keep pets inside to assure their safety and that of workers.' Keep children away from work area. CONTACTS: Contractor PAL General Engineering Inc. (858) 638-7100 Emergency 24/7: (858) 752-4901 Info@palsd.com We apologize for any' inconvenience that might be caused by this project. -I City of Carlsbad 5950 El Camino Real Carlsbad, CA No. of Copies: 1 • Resubmittal: YES NO 0 • - 0 AC & Tack Coat 0 • •0 Vulcan 0 0 Prepared on: 0 . 0 0 0 • 0 Prepared by: Heather Barnhill • 5374 Eattare IN San Diego, CA 92121. Phone 838-638-7100. Pax 858-638-7102 License No. 916931 S13#57496 www.palsd.com J 1fo@pa1sd.com 0 S General- Engineering Inc; City of Carlsbad 5950 El Camino Real .. Carlsbad, CA . .. AC&lackCoãt . . CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project, submits the following and certifie s 1. Submittal has been reviewed.and it is complete and conforms with requirements of Contract Docum e n t s except as noted. • • . • •••• • • 2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. S H Fabrication processes and construction methods proposed in this submittal are acceptable for thisP r o j e c t and will result in a complete, functional installation. Submittal has been coordinated with other submittals and work and proposed products and constructio n will properly interface withother construction. S • S Khader Safi S • • S 5 : • Project Manager • • • S • S • PAL General Engineering • S • S •, S • 5374 Eastarc MalL San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 • S S S License No. 916931 SB#57496 • www.palsd.com Lnfo@palsd.c9rn S ,• • • . •• 5 • Uulcun Materials Company January 23, 2013 PAL. Gen 'Eng ATTN: Fax/Email: ' PROJECT: Palomar Airport Rd This is to certify that we will furnish asphalt-paving material-for the above-referenced project to comply with the ' Standard Specifications for Public Works .Construction "6reenbook"-Section 203: C2 TheAsphalt Binder will conform to Section 203-4 (SSPWC) of the above specification for PG Our 'Submittal #36857 (Carroll Canyon) are enclosed for this project. Sincerely, QC Technical Service ' CC: Carroll-Canyon ' NOTE TO THE CONTRACTOR: VULCAN MATERIALS COMPANY will not be responsible if the contractor or his representative, at the time of delivery, alters or orders 'a mix other than those covered in the above certification. Vulcan Materials Company cannot guarantee the mix characteristics if used outside the normal placement specification. , :..'.&e' Iq ,J,•, f• I •. " ••. • ..- Location:jCarrollCanyon I Mix besiqn#:I36857_2 iIcan Customerj Pal ftin.,q IMix Design Date:] 1/23/2013 ilsCompanyL AtTh:] Heather Fax #;1(619) 425-5212 roject uJ Palomar Airport Rd E L!ject Lrne21 [Type ofjJ 5.203 CLASS C2-R15 IAsphalt Grade:1 PG 64. 10 I AG&TyjJ I "SMARA:I91-37-0029 FIU.ER 19 LBS RECYCLE 285 LBS BXN#5 OLBS BIN#4. 0 LBS BIN#3 '399 LBS BIN#2 588 1BS BIN#1 607 LBS Cambised Passing] , 0pa'atlng Sieve Size . Rasp I Pass I Us [Poss 1 use] I Pass I Usa] Ipass I Use I I Pass I Use I LPass I usa I FPOSS I Use I' Total J Mm Max L_J.jS 100.0 1.0 100.0 15.0 100.0 0.0 100.0 0.0 100.0 21.0 100.0. 31.0 100.0 32.0 100.0J 2-1/2' 50 100.0. 1.0 300.0 19.0 100.0 0.0 100.0 0.0 1000 21.0 100.0 1.0 100.0 32.0 I 100.01 I 1000 10 1000 150 1000 00 1000 00 1000 210 1000 310 1000320 I 30001 I I }Ji (250)! 100.0 1.0 100.0 15.0 100.0 0.0 85.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0 I 100.0! ' 11001 1jI3/4" . (19.0)! 100.0 '1.0 100.0 15.0 100.0 0.0 7.0 0.0 83.0 17.4 100.0 31.0 100.0 32.0 I 96.4! I gslioolliiz" (12.5)! 100.0 1.0 97.0 14.6 100.0 0.0 1.0 0.0 21.0 4.4 96.0 29.3 100.0 32.0 'I 81.71 [iii 88113/8 'i)!. 100.0 1.0 , 71.0 10.7 100.0 0.0 1.0 0.0 1.0 0.2 32.0 9.9 100.0 32.0 1 ' 53.,!1 46 I 60 100.0 1.0 53.0 8.0 100.0 0.0 1.0 0.0 1.0 0.2 2.0 0.6 87.0 27.8 I 37.61, I 281 42 100.0 '1.0 42.0 6.3 0.0 0.0 0.0 0.0 1.0 0.2 1.0 0.3 57.0 18.2 99.0 3.0 33.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 13.8 I 19.71 I 15 I 27 II#30 (Q6O)I 98.0 '1.0 20.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 8.6 I 12.6! I 10 LJI#5o (0.30)1 95.01,013.0 20 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 16.0 5.1 I 8.01 LJ_..JI#ioo (oi5)1 90.0 0.9 8-5 1.3 0.0 0.0 0.00.0 ,0.00.0 0.0 0.0 &0 2.6 I -F2'i7Iaoo (O.OTh)I BXI.1 30.6 613 BflMm2 29.7 594 BJN#3 20.1 402 BIt4#4 0.0 , 0 BU'MmS ' 0.0 0 RECY.E 14.4 287 .FE.LER 1.0 19 Asphalt 4.2 85 TOTAL 100.0 2.000 RAP AC% 5.8% KMof Combined Aqgregote----1.10 SURFACE AREA: .5 - - SAzp*aIt-Cu?sI S + 100% ASS El 5.11% Ptus I '94.9I%'ate Weight Per TON 102 Les Batch WT: I0001 LBS 4 - S 11 V S City of Carlsbad 5950 El Camino Real Carlsbad, CA General Engineering Engineering Inc. No. of Copies:' 1. R,esubmittal: YES NO AC & Tack Coat' Vulcan Prepared on: 0 Prepared by: Heather Barnhill 5374 Easttc Mall. San Diego, *CA 92121. Phone 838-638-7100. Fax 858-638-7102 License No. 916931 S1357496 www.palsd.com info@palsd.com General Engineeringinc::. V City of Carlsbad 5950 El Camino Real Carlsbad, CA . .. . .• V V . . V AC & Tack Coat CONTRACTOR'S CERTIFICATION The. undersigned,.as representative of Contractor for the above Project, submits.thefol l o w i n g a n d c e r t i f i e s Submittal has been reviewed and it is complete and conforms with requirements of Contract Doc u m e n t s except as noted. Required dimensions have been field verified and are acceptable for installation of propo s e d p r o d u c t s a n d construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acce p t a b l e f o r t h i s P r o j e c t V and will result in a complete, functional installation. S. Submittal has been coordinated with other. submittals and work and proposed produ c t s a n d c o n s t r u c t i o n will properly interface with other construction. Khader Safi . . . . .. . . . Project Manager PAL-General Engineering P~ 5374 Eastgatc Mall. San Diego, CA 92121, Phone 858-638-7100. Fax 858-638-7102 . License No. 916931 V SB#57496. wwwVpa1sd.com l.nfo@pa1c1Vcon1 V V. ATTN: Fax/Email PROJECT Palomar Airport Rd This is to certifythat we will furnish asphalt-paving material for the above-referenced project to comply with the -Standard Specifications for Public Works Construction 'Greenbook""Section 203: C2 . The Asphalt Binder will conform to (SSPWC) of the above specificationfor Our Submittal #36857 (Carroll Canyon) are enclosed for this project. Sincerely, .7.,.. QC Technical Service ' CC: Carroll Canyon . . NOTE TO THE CONTRACTOR: VULCAN MATERIALS COMPANY will not be responsible if the contractor or his representative, at the time of delivery, alters or orders a mix other than those covered in the above certification. Vulcan Materials Company cannot guarantee the mix characteristics if used outside the normal placement specification , . • ,. \k1 BINNII 30.6 613 BU.2 29.7 894 9II4#3 201 402 BXt'l#4 0.0 0 BU.5 0.0 0 RECYE 14.4, 287' FILLER 1.0' 19 Asphalt 4.2 , 85 TOTAl 200.0 2.000 Location: Carroll Canyon fiF Customer: Pal Englneerinq UuIcu / Mix besig] 36857-2 lic Design bate:f'1/23/2013 Materlals Company l: Heather . . ' I Fwc.#4(619) 425-5212 ftct Unel Palomar Aurçort Rd [!Ject Line2 I Type of Mix IS.203 CLASS C2-R15 rAsphalt Grade:I PG 64 - 10 [: A Tyj A ' SMARA:1. 91-37-0029 t 15% 0% 0% 21% -31%,: .32% •., .... - ' . '. FIU.ER 19 LOS RECYCLE 2851.85 BIN#5 0 LBS BIN#4 0 LBS BIN#3 '399185 BIN#2 5881.85 B114#1 607185 Ccnblnmd Pasalhid ' operating1Eeve Size I Pass Use I [Pass I v54i [Pass I Use I [Pass I Use I L!pzs I Use I I Pass LvJ [Pass I Jse] . Total Mm TM- ax &Jjs 100.0 1.0 100.0 15.0 100.0 0.0 100.0 ' 0.0 100.0 21.0 100.0 31.0 100.0 32.0 1 100.01 100.0 1.0 100.0 15.0 100.0 0.0 100.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0 I 100.01 I 'I 1li-i/2 (37.8)j . 0 100.0' 1.0 100.0 15.0 100.0 0.0 , 100.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0 I. 100.01 I hi" '. (25.0)J..L 100.0 1.0 100.0 15.0 100.0 0.0 '85.0 0.0 1000 21.0 100.0 31.0 100.0 32.0 I 100.01 IiooIiooJIi" (19.0)j ' 100.0 1.0 100.0 15.0 100.0 0.0 7.0 0.0 83.0 17.4 100.0 31.0 100.0 32.0 . I 96.41 L95JJIi (12.5)1 ' 100.0 1.0 97.0 14.6 100.0 0.0 1.0 0.0 21.0 4.4 96.0 29.8 100.0 32.0 I 81.71 1721 88hI'8" (9il 100.0 1.0 71.0 10.1 100.0 0.0 1.0 0.0 1.0 0.2 ' 32.0 9.9 100.0 32.0 E 53.81 Lo LwiIi 100.0 1.0 53.0 8.0 100.0 0.0 1.0 0.0 1.0 0.2 .2.0 0.6 87.0 27.8 1 376] I2aI42II#è (2.36)1 100.0 1.0 42.0 6.3 0.0 0.0' 0.0 0.0 1.0 0.2 1.0 0.3 57.0 18.2 I 26.11 I 1(ài6 (1.18)1 9901.0 33.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 43.013.8 I 19.71 I15I27II#30 o.th)1 .. ' 98.0, '1.0 20.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0. 0.0 27.0 8.6 I 12.61 I 10 I 20 lI#so (0.30)1 95.0 1.0 13.0 2.0 0.0 0.0 0.0 0.6 0.0 0.0 0.0 0.0 16.0 5.1 I i0i 'L_J_.JI#ioo (0.15)1 90.0 0.9 8.5 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 2.6 I 4.71 ' L I 7 Il#200 (0.075)1 PAP AM ". 5.8% Klkof Cambhird Aggvegats ---- 1.10 SURFACE ., - - % Asphalt -Cu?zIá- [_5.41 % * 100% ABG S Atafr •1hsf- 5.11 % L94.9I%Aete Weight Per TONI. .. -1521 La5 Batch WT: F 20001 LBS - I : :- ------ .- .- .. 0 P/nLi: General Engineering Inc. City of Carlsbad 5950 El Camino Real I Carlsbad, CA AC&Tack Coat 6028/6029 Submittal No. 1-2 No. of Copies: 1 Resubmittal: YES NO AC & Tack Coat Vulcan / Prepared on: Q Prepared by: Heather Barnhill 5374 EasrgitcMni1. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com . infopalsd.com PAT S General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA AC & Tack Coat CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. S 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager PAL General Engineering 5374 Eastgate Mail. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 wwwpalsd.com lnfo@palsd.com 0 -Uul[.G,n*. Materials Company 191 January 23, 2013 PAL. Gen Ertg ATTN: Fox/Email: PROJECT: Palomar Airport Rd This is to certify that we will furnish asphalt-paving material for the above-referenced project to comply with the 5tandard Specifications for Public Works Construction treenbook.s.Section 203: C2 0 The Asphalt Binder will conform to Section 203-1 (SSPWC) of the above specification for P664-10 Our Submittal #36857 (Carroll Canyon) are enclosed for this project. Sincerely, • •. QC Technical Service • CC: Carroll Canyon NOTE TO THE CONTRACTOR: VULCAN MATERIALS COMPANY will not be responsible if the contractor or his representative, at the time of deliveryi alters or, orders a mix other than those covered in the above certification. Vulcan Materials Company cannot guarantee the mix characteristics if used outside the normal placement specification.. SELTEC Percent IMass BIN#1 30.6 613 BIN#2 29.7 594 BZN#3 20.1 402 BIN#4 0.0 0 BIN#S 0.0 0 RECYCLE 14.4 287 - FILLER To 19 Asphalt 4.2 85 TOTAL 100.01 2,000 Location:I Carroll Canyon F Mix besign#:J 36857-2 1/23/2013 Vullan Customer: . Mix Materials Company I AM] Heather Fax #:I (619) 425-5212 Project un4.d Palomar Airport Rd [!ject Line2:l I Type, ofMix:IS.2O3 CLASS C2-R15 Asphalt Graded P& 64 - 10 I AGG Typj I SMARA:I 91-37-0029 -S FILLER RECYCLE . BIN#5 BIN#4 BIN#3 BIN#2 . BIN#1 Combined Operating Sieve Size 19 LBS 285 LBS 0 LBS 0 LBS 399 LBS 588 LBS 607 LBS Passing . Range I Pass I Use [Pass I tisej [Pass Use I I Pass Use] I Pass I Use I. Pass I Use I I Pass I Use 1 Total Mm Max Ls (S 100.0 1.0 100.0 15.0 100.0. 0.0 100.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0 100.0 1 2-1/2" (50.0) 100.0 1.0 100.0 150 100.0 0.0 100.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0 I ioo.ol / I I I[iia" (37.8)1 100.0 1.0 100.0 .15.0 100.0 0.0 100.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0. I 100.01 ' I I Iii" (25.0)] 100.0 1.0 100.0 15.0100.0 0.0 85.0 0.0 100.0 21.0 100.0 31.0 100.0 32.0 I 100.olj 11001100113/4" (19.0)] 100.0 1.0 100.0 15.0 100.0 0.0 7.0 0.0 83.0 17.4 100.0 31.0 100.0 32.0 I 96.41/ I 95 1100-111/2" 100.0 1.0 97.0 14.6 100.0 0.0 1.0 0.0 21.0 4.4 96.0 29.8 100.0 32.0 .1 81.71 / I 72 I 88 113,8" (5)] 100.0 1.0 71.0 10.7 100.0 0.0 1.0 0.0 1.0 0.2 32.0 9.9 100.0 32.0 I 53.81 / I 46 I 60 II#4 (4.75)1 100.0 1.0 53.0 8.0 100.0 0.0 1.0 0.0 1.0 0.2 2.0 0.6 87.0 27.8 I 37.6]/ IIJ 42 II#8 (2.36)1 100.0 1.0 42.0 6.3 0.0 0.0 0.0 0.0 1.0 0.2 1.0 0.3 57.0 18.2 I 26.11 ' I I II#16 (1.18)1. 99.0 1.0 33.0 5.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 43.0 13.8 1 19.711 1i1 27]I#30 (0.60)1 98.0 1.0 20.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 27.0 8.6 I 12.6I, I 10 I 20 IIó (0.30)1 95.0 1.0 13.0 2.0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.0 5.1 L 8.01 / I I JI#ioo (0.15)1 90.0 0.9 8.5 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.0 2.6 I 4.71 V I 2 I 7 II#200 (0.075)1 RAP AC% • 5.8% . • V.% Asphalt -Outside- I •41 % + 100% AGG MIx beslgn Notes:l /KMof Combined Aggregate ---- 1.1O/ . . . • • /% Asphalt .1?side- 5.1I% Plus SURFACE AREA: 35.5 . . • I 4•9I % Aggregate Weight Per TONI • 102 LBS . Batch WT: 1 20001 LBS / Laboratory Manager .- -.•.••-•_. H -I / I 'I S General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA AC & Tack Coat 6028/6029 Submittal No. 1-3 No. of Copies: Resubmittal: YES NO S AC&Tack Coat CCAC Prepared on: 01/14/13 Prepared by: Heather. Barnhill 5374 Eastgate MIL San Diego, CA 92121. Phone 838-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com . Info@palsd.com S PAT General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA AC Tack Coat CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies 1. Submittal has been reviewed and it is completeand conforms with requirements of Contract Documents except as noted. 2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. • 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. KhaderSafi Project Manager PAL General Engineering 5374 Eastgate Mall. San Diego, CA 92121. Phone 858-638-7100—Fax 858-638-7102 License No. 916931 • SB#57496 wwwpaisd.corn Ili fo@palscicoin S V RA @ I California Commercial Asphalt, LLC Asphalt Concrete Conformance Report TO: PAL A1TN: SAFI FROM: CHRIS SPARKS DATE: 1/10/2013 CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 JOB #: CCA,LLC: CARROLL CANYON ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203, Table 203-6.4.3 ( A ) 3/411. Tvne 1 B-Dense Medium Coarse Mix # 34T1B Aggregate Materials % Used Hanson 3/411 17% Hanson 1/2" 17% Hanson :3/8" 22% Hanson R.D. 16% Otay Sand 8% CCA Recycle 20% Combined Gradation Specification . Green Book 3/4"Type I B. 100% Sieve Size 1" 25MM 100 100 100 100 . 100 100 100 / 100 / 3/4' 19MM 94 100 100 100 100 100 99 87-100 I 1/2 12.5MM 23 83 100 100 100 96 83 70-87 1 3/8" 9.5MM 9 . 29 91 100 1 100 88 68 V 55-76 #4 4.75MM 7 7 19 100 98 67 44 VI 35-52 / #8 2.36M1\'I 91 52 32 22-40 V #16 1 1 3 50 76 39 23 v' 1 #30 - 600UM 0 . 41 49 29 16 / 8-24 " #50 300U1\4 0 31 22 19 . 11 , 5-18 ' #100 0 . . 16 8 13 1 6 4200 (Wash) 75UM 0 11 4 8.5 1 3.8 VI 0-7 C.V.-CleanlinessValue 86 84 77 . 65 Min. S.E.-Sand Equivalent CA217 64 77 . .. .63 / 45 Min. %Crushed 98.7 CA205 . 25 Mm. Moisture Vapor .. 34 CA307 25 Min. 'Stripping None CA 302 NotSpecified LA Rattler @ 100 Rev. @500Rev. 3.0% 15.0% CA 211 . . . 15 Max. 52 Max. Swell . 0.015 CA305 . 0.030 Max. HveemDensity 148.0 CA366 Max. Theo. 154.0 Voids %- 3.9 HveemStability 41 _.,/ CA 366 3 3Min. Recommended use of 5.3% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when the test strip is placed. *Air voids values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 4 4 . . - : •.. • . .- I I - 4 ol 4-4 I . •4 -•.c '- p •_ ..., ,. . . - . / - . -• ••. • ..s - . - ~. ..- - 4 ._% • . -. - • . - -- 4 •_•• • : ' . 0 4 - 0 r 4 .4 . . - . . 4. - I ••• 4 -. . - .. 4 . * - i 4 • . - .t, 4. 4. - .• * - -•..• .• •. ,. 4. - 4. Jl 1. .1c.. F I •'- 4-4 -. - - 4.- 1. ~ •• JF 4 y• 7E57 37 k L o7vma' Ac vo - - - • 'i__s - . •_ .• . 4,'' . ._* - '• 44* •p ••_ • - ~ •• ,3•• . _ -. ••• -, t •. -. - .- 4'. - i 4 .---- -I. • -4 4.. 4 - '-. --S .. - .,•.-., - -- .--' -.' - • 4 .4 •0 •• *4 --" - - - 1 - _4 . I • 0' . • • -. . - - S • 44 - 0 S • 4 ,_4 . . - 4. . - - ., ...s4 •• ,#• ,, 4 - -. .-,- . • - • -i• -4 -- .4 . .4 4 * - 4. . •• - L ,,, . - -. . • - 4 . • 0• - r - F . 4 4 -# *• .4 •. . •. '.I •• 4 • t . j • r. * -.4 ... - . -S - 4. - * 4 4; . - . 0 - * - - - 044 . - • 4 4 -' . P 4, 44 4 • .. •- . 0 • • . 4 I r C, City of Carlsbad 5950 El Camino Real Carlsbad, CA No. of Copies: Resubmittal: YES NO AC&Tack Coat CCAC Prepared on: 01/14/13 : Prepared by: Heather Barnhill 5374 EaSrgC Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 91.6931 SB#57496: www.palsd.com 1n1o@palscl.corn . 0' -•, . . •. . •.. : - General Engineering Inc. " ". . . ' 0 • City of Carlsbad' . . .' S'•• . . . . . .. . 5950 El Camino Real . . : . . . .. .. Carlsbad, CA.....:i ... '..•: . •' .... •. . . S AC & Tack Coat CONTRACTOR'S CERTIFICATION: . .. . • . . . . 5' 55 The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and éonformswith requirements of Contract Documents except as noted.. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. • . S . . .• Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional, installation. . . S. •, . . S Submittal has been coordinated with other submittals and work and proposed products and construction. will properly interface with other construction. S • .• S S S S 5. S(JS Khader Safi S Project Manager. ' S S , 5 5, 5 5 5 5 5 5 0 • ' • PAL General Engineering • 5 5, 5 5 5 5 5 5374 EastgatcMaIL San Diego, CA 92121. Phone 838-7100. Fax 858-638-7102 5 Licenc No. 916931 • S13#57496 • ww.pã1sd.com Info@palsd.com California Commercial Asphalt, LLC - CIT? O CARL'W'.t Of the Confr&i0(S 143flt( eqJpment) •.. - e Catdlado( from Ml tesponsi)ilY (or comTle1e anl Vd in aawdanw ' the Cont!at rans nt sw' • .all suth approval release lta Co ador (ro any bd pze . .u. ¶ - in tle Form Of Coritad. LI ........ REJECTED1RESU6MT rt AMFND AND RESUBMIT itt Concrete Con.1 TO: PAL FROM: CHRIS SPARKS DATE: 1/10/2013 CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 CA,LL: Miramar Plant ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203-6 1/2" Type C2 Dense Medium a NO N N - I Wo M JOB #: Mix# 12T1 C2 Aggregate Materials. % Used Hanson Bin #4 0% Hanson Bin #3 16% Hanson Bin #2 33% Hanson Bin #1 30% . M.F. 1% CCA Recycle 20% Combined Gradation Specification Green Book 1/2"Type C2 100% Sieve Size 10 25MM 100 100 100 100 100 100 100 1 3/4" 19MM 88 100 100 100 100 100 100 100 1/20 12.5M1\4 11 89 100 100 100 100 98 95-100 3/8" 9.5MM 3 1 21 95 1 .100 100 93 84 72-88 #4 4.75MM 1 1 23 1 100 100 72 53 46-60 #8 2.36MM 1 2 81 100 55 37 2842 #16 1 55 100 43 26 #30 600UM 37 100 32 19 15-27 #50 300UM 21 100 21 12 10-20 #100 12 99 14 7 #200 (Wash) 75UM 6 99 8.5 4.5 2-7 Cleanliness Value 79 81 79 1 S.E. - SandEquivalent CA 217 81 81 .45Mm. % Crushed 98.7 CA 205 25 Mm. Moisture Vapor 34 CA 307 25 Mm. Stripping None CA 302 25% Max. LA Rattler @ 100 Rev. • @500 Rev. • 3.0% 15.0% CA 211 • 15 Max. 52 Max. Swell • 0.016 CA 305 • ________ ________ 0.030 Max. Hveem Density 146.5 CA 366 Max. Theo. 152.4 Voids %* 3.9 Hveem Stability 41 CA 366 • • 35 Min. Recommended use of 5.6% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when test strip is placed. *Air void values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 - ".; •:) U f"'DiM 07 CaIiforhiàj Cômme1I ,ASptiaIt, LLC - .. Asphalt Concr TO: PAL -. FROM: CHRIS SPARKS 9ATE:1/I0/2013 CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 CCA,LLC: Miramar Plant ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203-6 3/4" Tvne "B" Dense Medium Coarse Conformance Report ATI1: SAFI JOB #: Mix# 34T1B S Aggregate Materials % Used Hanson Bin #4 16% Hanson Bin #3 15% Hanson Bin #2 23% Hanson Bin #1 25% M.F. 1% CCA Recycle 20% Combined Gradation Specification Green Book Type B Sec.203 100% Sieve Size 1° 25MM 100 100 100 100 100 100 100 100 3/4° - 19MM - 88 100 100 100 100 100 98 87-100 1/2" 12.5MM 11 71 100 100 100 98 81 70-87 3/80 9.5MM 3 17 98 100 100 86 69 55-76 #4 4.75MM 1 2 26 100 100 - 68 46 35-52 #8 2.36MM 0 '1 3 80 100 58 33 2240 #16 0 0 2 55 100 39 . 23 #30 600UM 0 1 38 100 24 16 8-24 #50 - 300UM 0 0 25 100 19 11 5-18 #100 0 14 99 12 7 #200 (Wash) 751.JM 0 9 99 8.5 4.8 0-7. C.V. - Cleanliness Value 79 81 79 S.E- SandEquivalent CA 217 81 81 45 Min. % Crushed 98.7 CA 205 25 Mm. Moisture Vapor - 34 CA 307 25 Mm. Stripping None CA 302 25% Max. LA Rattler @100Rev. @500 Rev. 3.0% 15.0% CA 211 - . 15 Max. 52 Max. Swell 0.016 CA 305 - 0.030 Max. Hveem Density 146.8 CA 366 IMax. Theo. 1 153.1 Voids %* 4.1 Hveem Stability 40 CA 366 1 1 L 135 Mm. Recommerided use of 5.1% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when the test strip is placed. *Mr void values are not to be used as acceptance criteria per Green Book section 203-6.4.1 S Commercial IlCalifornia Asphalt, LLC Asphalt Concrete Conformance Report TO: PAL . ATM: SAFI FROM: CHRIS SPARKS 0 DATE: 1/10/2013 f.• CONTRACT: 1'ALOMAR AIRPORT RD SALES QUOTE #: 130072 * JOB #: CCA,LLC: CARROLL CANYON ASPHALT CONCRETE MIX DESIGN . Standard Specifications for Public Works Construction . Green Book Section 203, Table 203-6.4.3 (A) 1/21'. C2-Dense Medium Miy IIT1CI Aggregate Materials %Used Hanson 3/4" 0% Hanson 1/2". 16% Hanson 3/8" 31% Hanson R.D. 25% Otay Sand 8% CCA Recycle 20% . Combined Gradation Speciflcation Green Book 1/2"C2 Dense Med. 100% Sieve Size 1" 25MM 100 100 100. 100 100 100 100 100 3/4' 19MM 94 100 100 100 100 100 100 100 1/2' 12.5MM 23 83 ipO 100 100.. 96 96 95400 3/8 9.5MM . 9 29 91 100 100 88 83 . 72-88 #4 4.75MM 7 7 19 100 98 67 53 46-60 #8 2.36MM 5 5 5 73 91 52 38 28-42 #16 1 1 3 50 76 39 27 - #30 600IJM 0 41 49 29 20 15-27 #50 300UM 0 31 22 19 13 10-20 #100 . 0 16 8 13 7 #200 (Wash) 75UM 0 11 4 8.5 4.8 2-7 C.V. - Cleanliness Value 86 84 77. . 65 Mm. S.E. - Sand Equivalent . CA 217 64 77 . 63 45 Min. % Crushed 98.7 CA 205 . 25 Min. Moisture Vapor 34 CA 307 - 25 Miii. Stripping None CA 302 .: Not Specified LA Rattler @ 100 Rev. @500 Rev. . . 3.0% 15.0% CA 211 . . . . 15 Max. 52 Max. Swell 0.015 CA 305 . - . . 0.030 Max. Hveem Density 147.0 CA 366 Max. Theo. 152.7 Voids %* 3.8 Hveem Stability . 40 CA 366 33 Min. Recommended use of 5.8% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density. should be verified on the date of actual production or when the test strip is placed. *Ajr voids values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 Aggregate Materials %1Jsed. Hanson -3/4,,. 17% ''17%. Hanson Hanson 3/8" 22% Hanson R D 169/6 .Otay J Sand 80/il CCA. Recycle 20% Combined GtadatiOn Specification Green Book 100%3/4"Tyie1B .Sieve-Size '• 1" ' 251v1M. 100, 100 100 100 100 100 100 100 3/4" 19MM 94 ." 100 100 100 1100 100 99 87-100 1/2" ' 12.5MM 23 83 100 100 . ' 100 96 .. 83 70-87 '3/8" '.9.5MM 9 ','. ' 29 91 . 100 100 88 68 55-76 #4 4.75MM,, 7 7, ,.19 .. .100 '. 98 . ' 67 .4' 35-52' 2.36MM 5. 5 .' 5 '73 91 52 32 . 22-40 #16: ,' 1.. ., 1 . .3 50 .76 39 23 #30 '600UM 0 ', . ' . 41 . 49 29 16 8-24 #50 300UM . ' 0 31 22 19 11 5-18 #100 . .0 ' 16 8 * 13 6 #200 (Wash) 75UM ' 0. . . . 11 . 4' 8.5" 3.8 "' 07. C.V. -Cleãnliness Value 86 -84 ,.'. 77 ,. '' ' . , 65 Min. S.E: -SandEquivalent . ,.' CA-217 ' ' ' 64 ' 77' - 63 45 Min. % Cnfshed ' ' 98.7 CA 205 ' ' . . 25 Mm. Moisture Vapor . 34 CA. 307 ..''.. ' 25 Min. Stripping . '. . None CA 302 ' . . Not Specified ® 100 Rev. ' @500 Rev. ' 3.0% 15.0010 LA Rattler CA 211 . , ' . . ' . ' . . ' 15 Max. ' 52 Max. Swell 0.015 CA 305 . ' ' 0.030 Max. Hveem Density 148.0 1 CA 366, I Max. Theo, '154.0 Voids %* : 3.9 Hveem'Stability . . 41.. CA 366 ' . . ' . ' 33 Mm. Recommended use of 5.3% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA)' Note: The maximum density should be verified on the date of actual production or when the test strip is placed. *Aft voids values are not to be usd as acceptance criteria per Green Book section 203-6.4.1 P ]; A ~00 0>0 General Engineering Inc,.. City of Carlsbad S 5950 El Camino Real Carlsbad, CA '' AC&.TackCoat 6028/6029 • Submittal No. • 1-3 • No. of Copies: 1 . Resubmittal: YES NO • • .' S. AC&Tack Coat - CCAC Prepared on: 01/14/13 Prepared by: Heather Barnhill 5374 Eastgate Mall. San Diego, CA 92121 Phone 858-638-7100. Fax 85-638-7i02 License No. 9.16931 S13#57496 www.palsd.com .lnfo@palsd.corn 0 61 General Enginèerin Inc. City of Carlsbad • 5950 El Camino Real . . • . Carlsbad, CA AC & Tack Coat CONTRACTOR S CERTIFICATION The undersigned, as representative of Contractor for the above Project submits the following and certifies 1: Submittal has been reviewed and it is complete'and conforms with requirements of Contract Documents except as noted: . . . . . • 2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. - Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in acomplete, functional installation. . • . Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. . . Khader Safi . . . :... Project Manager. - - •. . PAL General Engineering 5374 Eastgare v1a1L San Diego, CA 92121. Phone 858638-7100. Fax 858-638-7102 -- License No. 916931 SB#57496 www.palsd.com lnfo@paisd.com . .-. JOB #: Mix 12T1C2 California Commercial Asphalt, LLC Asphalt Concrete Con - Ctr' C),; CL'W' si-bP DRAWING c& CV'' oaf I* Cinwjdoes plait V eqtipmet) tna; :i iP- try Coriliador from tuU ,esponZd)tY far coTn1aIe e.ici at'all Y4i.il ie Coatat ri(qs antI . .. suth appfoVa$ release ttte Contad1 tronI any 'iatiii M8' ri ç,on in the Form of Conirad. (3 ......... REJECTEDJRESU&MIT ' flPWDRESUBM V V TO: PAL FROM: CHRIS SPARKS DATE: 1/10/2013 CONTRACT: PALOMAR AIRPORT RD SALES QUOTE#: 130072 CCA,LLC: Miramar Plant ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203-6 1/2" Tvne C2 Dense Medium Aggregate Materials % Used Hanson Bin #4 - 0% Hanson Bin #3 16% Hanson Bin #2 33% Hanson Bin #1 30% M.F. 1% CCA Recycle 20% Combined Gradation Specification Green Book 112"TypeC2 100% Sieve Size 1" 25MM 100 100 100 100 100 100 100 3/4" 19MM 88 100 100 100 100 100 100 100 1/2" 12.5MM 11 89 100 100 100 100 98 95-100 3/8' 9.5MM 3 21 95 100 100 93 84 72-88 #4 4.75MM 1 1 23 100 100 72 53 V 46-60 V #8 2.36M1vI 1 2 81 100 55 37 28-42 #16 V 55 100 43 26 #30 600UM 37 100 32 19 15-27 #50 300UM 21 100 21 12 10-20 #100 12 99 14 V 7 /200 (Wash) 75UM 1 6 99 8.5 4.5 2-7 C.V. - Cleanliness Value 79 81 79 V V S.E. - Sand Equivalent CA 217 81 81 . 45 Min. %Crushed 98.7 CA 205 25 Min.. Moisture Vapor 34 CA 307 25 Mm. V Stripping None CA 302 25% Max. LA Rattler @l00Rev. @500 Rev. 3.0% 15.0% CA 211 15 Max. 52 Max. Swell 0.016 CA 305 • 0.030 Max. Hveein Density 146.5 CA 366 Max. Theo. 152.4 1 Voids %* ________ 3.9 ___ Hveem Stability 41 CA 366 V 1 35 Mm. Recommended use of 5.6% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when test strip is placed. *Air void values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 L IITT7 '.CaIifornua.;;I ø#" Càmrne&aI SaIt LLC Aiphait Concrete Conformance Report 'ED: PAL ••. ATfN: SAFI FROM: CHRIS SPARKS -'-a CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 JOB #: CCA,LLC: Miramar Plant ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203-6 —3/4" Tvne "B" Dense Medium Coarse Mix # 3411B Aggregate Materials % Used Hanson Bin #4 16% Hanson Bin #3 15% Hanson Bin #2 23% Hanson Bin #1 25% M.F. 1% CCA Recycle 20% Combined Gradation Specification Green Book Type B Sec.203 100% Sieve Size 1" 25MM 100 100 100 100 100 - 100 100 100 3/4fl 19104 88 100 100 100 100 100 98 87-100 1/2" 12.5MM 11 71 100 100 ' 100 98 81 70-87 3/8' 9.5MM 3 17 98 100 100 86 69 55-76 #4 4.75MM 1 2 26 '100 100 68 46 .35-52 #8 2.36MM 0 1 3 80 100 58 33 22-40 #16 0 0 2 55 100 39 23 #30 ' 600UM 0 1 38 100 24 . 16 8-24 #50 300EJM 0 0 25 100 19 11 5-18 #100 0 14 99 12 ' 7 #200 (Wash) 75UM 0 9 99 8.5 4.8 0-7 C.V. -Cleanliness Value 79 , , 81 79 ' S.E. - Sand Equivalent CA 217 81 ' 81 45 Mm. % Crushed' 98.7 CA 205 25 Min. Moisture Vapor ' - 34 CA 307 - 25 Min. Stripping None CA 302 ' 25% Max. LA,Rattler 100 Rev. @500 Rev. 3.0% 15.00/0 CA 211 , - ' ' 15 Max. 52Max. Swell 0.016 CA 305 ' ' 0.030 Max. HveemDensity 146.8 CA366 IMax. Theo. 1 153.1 Voids %* 4.1 HveemStability 40 CA 366 1 1 35 Min. Recommended use of 5.1% PG 64-10 Asphalt Oil by Dry Weight of Aggregate' (DWA) Note: The maximum density should be verified on the date of actual production or whón the test strip is placed. *Air void values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 California Commercial Asphalt, LLC Asphalt Concrete Conformance Report TO: PAL. ATfN: SAFI FROM: CHRIS SPARKS DATE: 1/10/2013 . ". .;. CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 JOB #: CCALLC: CARROLL CANYON ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction . Green Book Section 203, Table 203-6.4.3 (A) 1/211. C2-DenceMrIhim Miv i 11TH', .. Aggregate Materials %Used Hanson 3/4" 0% Hanson 1/2", 16% Hanson 3/8" 31% Hanson R.D. 25% Otay Sand . 8% CCA Recycle 20% Combined Gradation . Specification Book 1/2"C2 Dense Med. 100% Sieve Size 1" 25MM 100 100 100 100 100 100 100 100 3/4" 19MM 94 100 100 100 100 100 100 100 1/2' 12.5MM 23 83 .100 100 100 96 96 95-100 3/8" 9.5MM 9 29 91 100 100 88 83 72-88 #4 4.75MM 7 7 19 100 98 67 53 46-60 #8 2.36MM 5 . 5 5 73 91 52 38 28-42 #16 1 1 3 50 76 39 27 #30 600tJM 0 41 49 29 20 15-27 #50 300UM 0 31 22 19 13 10-20 #100 0 16 8 13 7 #200 (Wash) 75UM 0 11 4 . 8.5 4.8 2-7 C.V. - Cleanliness Value 86 84 77. 65 Mm. S.E. - Sand Equivalent CA 217 64 77 63 45 Min. % Crushed 98.7 CA 205 25 Mm. Moisture Vapor 34 CA 307 25 Mm. Stripping None CA 302 Not Specified LA Rattler @100 Rev. @500 Rev. 3.0% 15.0% CA 211 . 15 Max. . 52 Max. Swell . 0.015 CA 305 . 0.030 Max. Hveem Density 147.0 CA 366 Max. Theo. 152.7 Voids%* 3.8 Hveem Stability 40 CA 366 1 1 33 Mm. Recommended use of 5.8% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note; The maximum density should be verified on the date of actual production or when the test strip is placed. .*Afr voids values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 California Commercial * !Asphalt,LLC Asphaft Concrete Conformance Report TO: PAL •. . ATTN: SAFI • FROM: CHRIS SPARKS . DATE: 1/10/2013 : CONTRACT: PALOMAR AIRPORT RD • '.' SALES QUOTE #: 130072 JOB #: CCA,LLC CARROLL CANYON •. - ASPHALT CONCRETE Mix DESIGN. •; . Standard Specifications for Public Works Construction Green Book Section 203, Table 203-6.4.3 (A) . . .• 1/4" Tvnp 1 R.flpncp Mpgliiirn ('rqp -. . Mix # 34T1111 Aggregate Material •. . °h Used Hanson 3/4?! . 17% Hanson 1/2" 17% Hanson 3/8" 22% '.. Hanson R.D. 16% Otay. San'd J 8°lo __L CCA Recycle' ,20% Combined Gradation J Specification Green Book _ 3/4"Type I B 100% Sieve Size . . . 1" 25tvIM 100 100 100 100 . lOU .100 100 100 3/4"1.9MM 94. 100 . 100 100 100 100 99 87-100 112". 12.5MM., 23 83 100 100 .. 100 96 . 83. . 70-87 3/8" 9.5MM 9 . 29 . 91 100 100 * 88 68. 55-76 #4 4.75MM 7 - . 7 19 100 . 98 67 44 35-52 #8... 2.36MM 5. _5 5 73 91 52 32 22-40 #16 . .. 1 . 1 3 50 76 39 23 #30 - 600UM 0 ' . 41 49 29 16 8-24 #50. , 300UM-, . 0 . 31 '22 19 11 5-18 4100 . 0.. 16 8 1.3 6 #200 (Wash) . 75UM' 0 .. . . 4 8.5 3.8 0-7 C.V. - Cleanliness Value 84 77 . . . ..... . 65 Mm. S.E. - Sand Equivalent CA CA 217 64 77 63 45 Mm. % Cruhed. g34 : CA 205 . 25 Mm. Moisture Vapor CA 307 . . 25 Mm. Stripping None CA 302 . . . Not Specified LA Rattler @ 100 Rev. c500 Rev.. 3.0% .15.0% CA 211 . . . . : 15 Max. 52 Max. Swell . . 0.015 CA 305 . . 0.030 Max. ilveem Density 148.0 CA 366 lMax. Theo. 154.0 Voids%* . 3.9 Hveem Stability . 41 . CA 366 . .33 Min. Recommended use of 5.3% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when the test strip is placed. *Air voids values are not to be used as acceptance criteria per Green Book section 203-6.4.1 © Asphalt Concrete Conformance Report TO: PAL ATTN: SAP! FROM: CHRIS SPARKS DATE: 1/10/2013 CONTRACT: PALOMAR AIRPORT RD. SALES QUOTE #: 130072 JOB #: CCA,LLC: CARROLL CANYON ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203, Table 203-6.4.3 ( A ) 1/2" r7-'nPn,.Qe Merlhiin Mix # 12T1C2 Aggregate Materials %Used Hanson 3/4" 0%- Hanson 1/2" 16% Hanson 3/8" 31% Hanson R.D. 25% Otay Sand 8% CCA Recycle 20% Combined Gradation Specification Green Book 1/2"C2 Dense Med. 100% Sieve Size 1' 25MM 100 100 100 100 100 100 100 / 100 1' 3/4" 19MM 94 100 100 100 100 100 100/ 100 1/2 12.5MM 23 83 100 100 100 96 96 V 95-100 J . 3/8" 9.5MM 9 29 91 100 100 88 83 /l 72-88 I #4 4.75MM 7 7 19 100 98 67 53 / 46-60 48 2.36MM 5 5 5 73 91 52 38 / 28-42 / #16 1 1 3 50. 76 39 27 1/ / #30 600UM 0 • 41 49 29 725 7 15-27 / #50 3000M 0 31 22 19 13V' 10-20 #100 0 16 8 13 7 V V#200 (Wash) 75UM 0 11 4 8.5 4.8 ( 2-7 C.V. - Cleanliness Value 86 84 77, 65 Mm. 'S.E. - Sand Equivalent CA 217 64 77 63 V 45 Mm. % Crushed 98.7 CA 205 25 Mm. Moisture Vapor 34 CA 307 . 25 Mm. Stripping . None CA 302 . Not Specified LA Rattler @ 100 Rev. @500 Rev. 3.0% 15.0% CA 211 ' ' - . 15 Max. 52 Max. Swell '0.015 CA 305 . . 0.030 Max. Hveem Density .147.0 CA 366 IMax. Then. 152.7 Voids %* 3.8 Hveem Stability 40 CA 366 1 33 Min. Recommended use of 5.8% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when the test strip is placed. *Air voids values are not to be used as acceptance criteria per Green Book section 203-6.4.1 V 0 Commercial Asphalt, LLC Asphalt Concrete Conformance Report TO: PAL ATTN: SAFI FROM: CHRIS SPARKS DATE: 1/10/2013 CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 JOB #: CCA,LLC: Miramar Plant ASPHALT CONCRETE MIX DESIGN Standard Specifications for Public Works Construction Green Book Section 203-6 1/2" Tvne C2 flensa Medinm Mix # 12T1C2 Aggregate Materials % Used Hanson Bin #4 0% Hanson Bin #3 16% Hanson Bin #2 33% Hanson Bin #1 30% M.F. 1% CCA Recycle 20% Combined Gradation Specification Green Book 1/2"TypeC2 1000A Sieve Size 1" 25MM 100 100 100 100 100 100 100 3/4" 19MM 88 100 100 100 100 100 100 / 100 1/2" 12.5MJvI 11 89 100 100 100 100 98 / 95-100 3/8" 9.5MM 3 21 95 1 100 100 93 84 / 72-88 #4 4.75MM 1 1 23 100 100 72 53 / 46-60 #8 2.36MM 1 2 81 100 55 37 ' 28-42 #16 1 55 100 43 26/ #30 600UM 37 100 32 19 / 15-27 #50 300UM 21 100 21 12 / 10-20 #100 . 12 99 14 7 " #200 (Wash) 75UM 1 1 6 99 8.5 4.5 2-7 C.V. - Cleanliness Value 79 81 79 1 S.E. - Sand Equivalent CA 217 81/ 811/ 50 #S Min. % Crushed 98.7 CA 205 25 Mm. Moisture Vapor 34 CA 307 25 Mm. Stripping None CA 302 25% Max. LA Rattler @ 100 Rev. @500.Rev. 3.0% 15.0% CA 211 15 Max. 52 Max. Swell 0.016 CA 305 0.030 Max. Hveem Density 146.5 CA 366 Max. Theo. 152.4 Voids %- 39 Hveem Stability 41 /1 CA 366 35 Mm. Recommended use of 5.6% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when test strip is placed. *Air void values are not to be used as acceptance criteria per Green Book section 203-6.4.1 0 California O Il Commercial.. a ' Asphalt, LLCç Asphalt Concrete Conformance Report - - TO: PAL ATTN: SAFI FROM: CHRIS SPARKS DATE: 1/10/2013 CONTRACT: PALOMAR AIRPORT RD SALES QUOTE #: 130072 JOB #: CCA,LLC: Miramar Plant ASPHALT CONCRETE MIX DESIGN S Standard Specifications for Public Works Construction Green Book Section 203-6 3/4" Tvne "B" Dense Medium Coarse Mix # 34T1B Aggregate Materials %Used Hanson Bin #4 16% Hanson Bin #3 15% Hanson Bin #2 23% Hanson Bin #1 25% M.F. 1% CCA Recycle 20% Combined Gradation Specification Green Book Type BSec.203 100% Sieve Size V1 1" 25MM 100 100 100 100 100 100 100 / 100 J 3/4fl 19MM 88 100 100 100 100 100 98 V' 87-100 J 1/2" 12.5MM 11 71 100 100 100 98 81 v' 70-87 / 3/8" 9.5MM 3 1 17 98 100 1 100 86 69 / 55-76 #4 4.75M1v1 1 2 26 100 100 68 46 / 35-52 #8 2.36MM 0 1 3 80 100 58 33, / 22-40 / #16 0 0 2 555 100 39 23 1 #30 600TJM 0 1 38 100 24 1,6 j 8-24 ( #50 300UM 0 0 25 100 19 1.1 ' 5-18 #100 0 14 99 12 #200 (Wash) 75UM 0 9 99 8.5 4.8 ,../ 0-7 C.V. - Cleanliness Value 79 81 79 'S.E. - Sand Equivalent CA 217 81 81 45 Mm. % Crushed 98.7 CA 205 25 Mm. Moisture Vapor 34 CA 307 25 Mm. Stripping None CA 302 25% Max. LA Rattler @ 100 Rev. @500 Rev. 3.0% 15.0% 'CA 211 15 Max. 52 Max. Swell 0.016 CA 305 0.030 Max.. Hveem Density 146.8 CA 366 IMax. Theo. 1 153.1 Voids %* 4.1 Hveem Stability 40 CA 366 1 1 35 Mm. Recommended use of 5.1% PG 64-10 Asphalt Oil by Dry Weight of Aggregate (DWA) Note: The maximum density should be verified on the date of actual production or when the test strip is placed. *Air void values are not to be used as acceptance criteria per Green Book section 203-6.4.1 - 9? -- - - V - . .. -t -: - p - -' , • • • - V - -' .4 - -.• - V V •S S - -.--. . - t_ 8- * ' 4 I V 7 4 5 • ;..1 - 4 V - 4 4! - V V - - 44 . V V o /0 COLIT S V S V V S • V . V *5 4Vt.. -- VS V V_V V r. - • a-. - - - S * V V - V Vf - •L4V V4VS5 V V • 4V S V V - S -. --j:. V -- V V • -. V V •SV .4 5 V V V V 4 V ••• VS 45 V• V 8 VS V .5. S ' .4 - • 4 S . S . ! V V . 4* !& - V -, V 4 5 V V V VV, V - V 5, SSVS ... V V!•.S! V 4 • 5 _•Vj*_V, - 5 V V -- V - ., V • - - • 4V - - - 5 * - ! .,:. V V 4 5 • V 8- - 4 54 - S I S CM fl a P~ General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements 6028/6029 Submittal No. 2-1 No. of Copies:. 1 Resubmittai: YES NO Concrete Hanson I.. 5374 Eastgate License Cm' OF CARLSBAD SHOP DRAWING REVIEW The tbn f ngi ft2Q)113p or working drawing,(o.r of any drawing of the Contractor's plant or equipment) shall nd !.a. any way be deemed to release the Contractor from full responsibility for completi! and :ccLIcate performance of the and Spec ificattons neither shall such approval release the Contractor from any llaility placed upon him by any provi- sion in the Form of Contract. 0.. REJECTED/RESUBMIT . vill icgo, CA 858-638-7102 .16. Al SB#S74v 9fojaRcom 0. . NO EXCEPTIONS TAKEN By Dato'/' :0 S General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. . 0 Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. 0 0 0 Khader Safi 0 0 Project Manager PAL General Engineering 5374 Eastgrc Mall. San 13iego, CA. 92121 Phone 858-638-7100. Fax 858-638-7102 License No. 916931 S13#57496 www.palsd.com lnfopalsd.com Submittal#: 1032 U.. Customer: Pal General Engineering NEE tmHanson RE: Palomar Airport Rd. & College Blvd Dear Sir/Madam: Date Issued: 1/10/2013 We propose to furnish the following concrete mix(es) for the above referenced project: Mix Code Number Description Usage 3233502 3250 PSI @28 DAYS 4' LINE.WJIW 560- 502 Please Note: You must use Mix Code for ordering purposes. - The above mix(es) have been proportioned in accordance with the applicable Greenbook standards and the project specifications if provided. The proposed mix proportions will meet the stated strengths, when test specimens are manufactured and tested in accordance with current ASTM standards, and evaluated per Greenbook recommended standards and practices. Hanson would appreciate receiving Concrete Test Reports. Your Testing Laboratory must be notified by your office for us to be included on the mailing list. This enables us to monitor the status of your project and provides data for future projects. Please forward all Concrete Test Reports to: Hanson Aggregates, do Q.C. Department, P.O. Box 639069, San Diego, CA 92163-9069. listorical performance data and individual component information available upon request. • - 'H Hanson Aggregates 1992- 2013 Digital Site Systems, Inc. Page 1 . Quadrel iService SM Submittal #: 1032 .. ... U.. 'tmHanson Customer: Pal General Engineering Project: Palomar Airport Rd. & College Blvd Plant: 20 Date Issued: 1/10/2013 Oceanside Usage: 3233502 Material . Source 3250 PSI @ 28 DAYS 4' LrNE PUMP Description 560-CFW-3250 Spec Gr. Vol (CF) oz/cwt Weight (lb) Type 11-V Cemex Cement 3.15 2.42 476.0 -Ely Ach.. 247- #57 Hanson Carroll Canyon 1' x#4 2.62 10.42 1,704 Blended Sand Pacific Aggregate C-33 WCS 2.66 7.86 1,305 City City Water 1.00 5.28 329.6 se A41114 DA-6+ -ti 40- Air 0.41 TOTAL Specified Fc: Specified Slump: Specified Air: _Target Air: 3,250 3.00 To 5.00 1.5 PSI in. % Target Unit Weight: Target W/C + P Ratio: Target Volume: 27.00 3,898 - 144.4 lbs./cu.ft. 0.59 27.00 cu.ft. NOTES: Hanson has proportioned this mix to meet the requirements of project specific documents forwarded from your office and/or your verbal requests. It is the responsibility of the Project Engineer and/or Contractor to assure that these proposed mix proportions (compressive strength, water/cementitious materials ratio, cement content, air content, etc) are adequate to meet anticipated environmental conditions, durability and Building Code requirements. Data enclosed represent the strength potential of this mixture when sampled and tested in strict accordance with applicable ASTM Standards and evaluated in accordance with applicable Greenbook documents. Chemical admixtures are added in accordance with the manufacturer's recommendations. Hanson reserves the right to adjust the stated dosages to maintain proposed mix proportioning or meet the demands of changing jobsite conditions. Aggregate weights may change if required by variation in gradation or significant changes in specific gravity. This concrete mix contains confidentialF atenrial mtori 'Von w copying, disclosure or distribution of thitly forbidde . Any unauthorized MsOffiffiff SHOP DRAWING REVIEW COMMENTS: y the Engineer of any shop or wot$dng drawing (or of any drawing of s plant or equipment) shall not in any way be deemed to release the - Contractor from full responsibility for complete and accurate performance of the Work in accordance with the Contract Drawings and Specifications neither shall such approval release the Contractor from any llaiIity placed upon him by any provi- sion in the form of Contract. 0. REJECTED/RESUBMIT 13 AMEND AND RESUBMIT MAKE CORRECTIONS NOTED 13 NO EXCEPTIONS TAKEN By 9"? - Date _2 /2 / 13 1992-2013 Digital Site Systems, Inc. Page2 Quadrel iService SM 4 4 a -i F 44 4 .. e__ 0• - * ,r .* - - -. •4E - * .'.' 4! -- .4 ---.4 -, - - *4. • •• •. •- - : •- 0 - - . ., ._a• - -' ;_. -. - . .-. -- t ' . •. - '. 4 - 4* - 4 4 4 •4. —.4. . • . -. -. --. •. .4 • -, - .4, - - . - . .4 '.4 • . . . + — .,•• .,.. . -i. •- . • .4 . - . .. . - . . -- - - - - . flVARO1(.)H . - 1 t t lavc-14's OT t31fl d LVZt7 3C W rc n.rn~ -,o 'rF)q -wii O wil fl rn t 'w.. v.4' i H 'tuu 'J z3 n S r' I M3JER 0.41JA,4 . ciTciaToy3iAM ---i 0 . - 0 - :- . * - . iTT'3.) OW. . - .0 .-- - •• ) - 4 j$j-, +.,._., _.4_•_•_'•• "-.4..-- .4 4.,•.IIp. - - *4*.4to *4.4+4.•ifl-.4.4+.j** *.MY W.t.T 144.*** %*4*4.4 tfl1+ ,, .4 4 N.. . Date: 1/10/2013 N.. . •A•Hanson W Mix Name: 3233502 . . . Units: US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg, Avg 3 Avg 7 . Avg 28 Avg 56 Avg Acc Accept Tests Slump Air Day Day Day Day Age Age 10 4.03 .bO 2930 4270 4270 28 Std AC1318 ACI 318 AC1318 F'c+ ,. . Dev -------------------------------------------------- Req'd F'c+1.34S 2.33S-500 390 4450 . . STRENGTH, Compression Either • DETAILED 4"'x 8" Or 6" x 12" atch Date Slump Air Strengths . . . - Acc Number .3 Day 7 Day 28 Day 56 Day Acc Age Age 216490 9/28/2007 4.50 2920 3950 . 3950 28 218812 10/9/2007 4.50 2710 3990 . .3990 28 219802 10/12/2007 3.50 2640 4000 4000 28 264813 7/3/2008 . 5.00 3170 4470 4470 28 273535 8/22/2008 3.50 3010 4440 . 4440 28 280808 10/2/2008 5.50 . 2440 4060 4060 28 288229 .11/14/2008 2.50 3160 4770 4770 :28 292996 12/20/2008 5.00 4070 4070 28 : 293485 12/30/2008 3.00 3240 5040 . 504.0 28 417497 8/17/2011 3.25 3060 3930 3930 28 . 0- 1992 -2013 Digital Site Systems, Inc. . Page3 . - Quadrel iSei-vice SM Combined Aggregates 11.x#4 C-33 WCS Comb. Grad. Greenboo k Grading Lower Limits Greenboo k Grading Upper Limits 11/2 in. (37.5 mm 100.00 . I 100.00 100.00 100.00 I in. (25 mm) 99.00 99.00 95.00 1 100.00 3/4 in. (19 mm) 78.00 V 88.00 . 77.00 93.00 1/2 in. (12.5 mm) 32.00 61.00 3/8 in. (9.5 mm) 10.00 100.00 V 49.00 50.00 70.00 No. 4(4.75mm) 3.00 100.00 (1 45.00 39.00 51.00 No. 8(2.36mm) 1.00 88.00 -/ 39.00 31.00 41.00 No. 16(1.18 mm) 1.00 59.00 ./ 26.00 22.00 32.00 No. 30 1.00 36.00 V 16.00 j 12.00 22.00 No. 50 1.00 17.00 V 8.00 9.00 No. 200 0.50 3.50 V 1.80 0.00 2.00 Pan . 0.00 0.00 . 0.00 Fineness Modulus 7.04 . 2.92 5.25 5.66 4.79 H 0 1992-2013 Digital Site Systems, Inc. Page4 Quadrel iService SM ,a& 1111~120 woo' General Engineering Inc. Cityof Carlsbad S. 5950 El Camino Real . Carlsbad, CA PAR and College Blvd Intersection Improvements 6028/6029 Submittal No. 2-1 No. of Copies: Resubmittal YES NO S.' Concrete S • ' S ' Hanson S Prepared on: 01/14/2013. Prepared by: Heather Barnhill S S 5374 Easrgatc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 • S . License No. 916931 • SB#57496 • www.palsd.com Info@palsd.com S .' S General Engineering Inc. City of Carlsbad 0 5950 El Camino Real - Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project, submits the following and certifies 1. Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. 0 ?• Required dimensions have been fieldverified and are acceptable for installation of proposed products and construction of proposedwork. 0 0 Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction 0 Khadér Safi 0 0• 0 Project Manager 0 0 0 PAL General Engineering •0 5374 Easrgarc MaIL San Diego, CA 92121. Phone 858-638-7100. Fax 8586387102 0 License No. 916931 SB#57496 www:palsd.corn info@palsd.com 0 - 01 Submittal!!: 1032 Customer: Pal General Engineering U.. U.. EENHanson RE: Palomar Airport Rd. & College Blvd Dear Sir/Madam: Date Issued: 1/10/2013 We propose to furnish the following concrete mix(es) for the above referenced project: Mix Code Number Description Usage 3233502 3250 PSI @ 28 DAYS 4" LINE PUMP 560- 2533502 2500 PSI @28 DAYS 4" LINE PUMP 520- Please Note: You must use Mix Code for ordering purposes. - - The above mix(es) have been proportioned in accordance with the applicable Greenbook standards and the project specifications if provided. The proposed mix proportions will meet the stated strengths, when test specimens are manufactured and tested in accordance with current ASTM standards, and evaluated per Greenbook recommended standards and practices. Hanson would appreciate receiving Concrete Test Reports. Your Testing Laboratory must be notified by your office for us to be included on the mailing list. This enables us to monitor the status of your project and provides data for future projects. Please forward all Concrete Test Reports to: Hanson Aggregates, do Q.C. Department, P.O. Box 639069, San Diego, CA 92163-9069. HistoricaI performance data and individual component information available upon request. I. I Hanson Aggregates . 1992- 2013 Digital Site Systems, Inc. - - -. - - Page 1 . : - . Quadrel iServicé Sm Submittal #: 1032 U.. U.. "Hanson [I: Customer: Pal General Engineering Project: Palomar Airport Rd. & College Blvd Plant: 20 Date Issued: 1/10/2013 Oceanside Usage: 3233502 . Material Source 3250 PSI @28 DAYS 4' LINE PUMP Description 560-CFw-3250 Spec. Gr. Vol (CF) oz/cwt Weight (lb) Type Il-V Cemex Cement 3.15 2.42 476.0 Fly Ash SMRG Fly Ash 2.17 0.62 84.0 57 Hanson Carroll Canyon 1" x 44 2.62 . 2.66 10.42 1,704 Blended Sand Pacific Aggregate. C-33 WCS. Water . 7.86 1,305 City City .1.00 . 1.10 5.28 329.6 Type A Water Reducer Air . WR Grace .. . . WRDA 64 .. . . 4.00 . . . 0.41 TOTAL Specified F'c: Specified Slump: Specified Air: Target Air: 3,250 3.00 To 5.00 1.5 PSI in. % % S 5, . . . Target Unit Weight: Target W/C + P Ratio: Target Volume: 27.00 . 3,898 144.4 . lbs./cu.fi. 0.59 . 27.00 cull. NOTES: . . . . . . Hanson has proportioned this mix to meet the requirements of project specific documents forwarded from your office and/or your verbal requests. It is the responsibility of the Project Engineer and/or Contractor to assure that these proposed mix proportions (compressive strength, water/cementitious materials ratio, cement content, air content, etc) are adequate to meet anticipated environmental conditions, durability and Building Code requirements. Data enclosed represent the strength potential of this mixture when sampled and tested in strict accordance with applicable ASTM Standards and evaluated in accordance with applicable Greenbook documents. . . Chemical admixtures are added n accordance with the manufacturer's recommendations. Hanson reserves the right to adjust the stated dosages to maintain proposed mix proportioning or meet the demands of changing jobsite conditions. Aggregate weights may change if required by variation in gradation or significant changes in specific gravity. This concrete mix contains confidential and legally priveleged information copying, disclosure or distribution f this materialis trial which is proprietary in nature. Any unauthorized' 'CONTS . Cv OF C RAW.IMG R ARLSBAD. . SI-fOP OR, The pro'itl b' the Engineer of eny chop or woridfl drawitlij (or of any drawing of the rtect0 plant or equ me ch3t not in eny way be deemed to release the Contractor from tu icr cornte end eccur pedotmance of the Work in cçoidan0 veth the CottaCt Dmin0 airI SpeCiCi0 iether shall such appov r&ea i'e Contractot from any liaof placed upon him by any ploVi- siofl in the FOffrlci Contract. .. o........RE:iECTED1RESMtT O ..... . ... AMEND AND RESUBMIT . . . , 0.KE CORRECtIONS NOTED ......NO EXCEPTIONS '1 1992 -2013 Digital Site Systems, Inc. __—--Pa e2 - .-. . S Quadrel iService S . SM U.. Date: 1/10/2013 . I.. . Hanson Mix Name: 3233502 Units: US STRENGTH SUMMARY, Compression Either 4" x 8" Or 6' x 12" Strengths S No. Of Avg Avg Avg 3 Avg 7 Avg .28 Avg 56 Avg Acc Accept Tests Slump Air Day Day Day Day Age Age 10 4.03 .00 2930 4270 4270 28 Std AC1318 ACI 318 AC1318 Fc+ Dev Req'd F'c+1.34S . 2.33S-500 -------------------------------------------------- 390 4450 • DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12' atch Date Slump Air Strengths Acc Number 3 Day 7 Day 28 Day 56 Day Acc Age Age 216490 9/28/2007 4.50 --------------------------------------------------------------------------------- 2920 3950 . 3950 28 218812 .10/9/2007 4.50 2710 3990 3990 28 219802 10/12/2007 3.50 2640 4000 4000 28 264813 7/3/2008 5.00 3170 4470 4470 28- 273535 8/22/2068 3.50 3010 4440 4440 28 280808 10/2/2008 5.50 2440 4060 .4060 28 288229 11/14/2008 2.50 3160 4770 4770 - 28 292996 12/20/2008 5.00 4070 4070 28 293485 12/30/2008 3.00 3240 5040 5040 28 417497 8/17/2011 3.25 3060 3930 3930 . 28 992 -2013 Digital Site Systems, Inc. Page3 - . Quadrel iService SM 4 Combined Aggregates I" x44 - C-33 WCS Comb. Grad. Greenboo kC Grading Lower Limits Greenboo kC Grading Upper Limits 11/2 in. (37.5 mm 100.00 - .100.00 100.00 100.00 1 in. (25 mm) 99.00 99.00 95.00 100.00 3/4 in. (19 mm) 78.00 88.00 77.00 93.00 1/2 in. (12.5 mm) 32.00 . 61.00 3/8 in. (9.5 mm) 10.00 100.00 49.00 50.00 70.00 No. 4(4.75 mm) 3.00 100.00 45.00 39.00 51.00 No. 8(2.36mm) .1.00 88.00 39.00. 31.00 41.00 No. 16(1.18mm) 1.00 59.00 26.00 22.00 32.00 No. 30 1.00 36.00 16.00 12.00 22.00 No. 50 1.00 17.00 8.00 3.00 9.00 No. 100 1.00 8.00 4.00 0.00 3.00 No. 200 0.50 3.50. 1.80 .0.00 2.60 Pan .• - 0.00 0.00 0.00 Fineness Modulus 7.04 2.92 5.25 . . 5.66 4.79 U.. U.. Submittal 9: 1032 •uUHanson s.. Customer: Pal General Engineering S Project: Palomar Airport Rd. & College Blvd Plant: 20 Date Issued: 1/10/2013 Oceanside Usage: 2533502 Material Source 2500 PSI @ 28 DAYS 4' LINE PUMP Description 520-CFW-2500 Spec. Gr. Vol (CF) oz/cwt Weight (lb) Type II-V Cemex Cement 3.15 2.25 442.0 Fly Ash F SMRG Fly Ash 2.17 0.58 78.0 i/ 57 Hanson Carroll Canyon 1" x #4 2.62 • 10.39 1,699 Blended Sand Pacific Aggregate . C-33WCS 2.66 8.16 1,355 City City Water 1.00 5.23 326.3 Type A Water Reducer WR Grace WRDA 64 1.10 4.00 Air 0.41 TOTAL Specified F'c: Specified Slump: • Specified Air: argetAir: 2,500 3.00 To 5.00 1.5 PSI in. % . • Target Unit Weight: Target W/C + P Ratio: Target Volume: 27.01 • 3,901 144.4 lbs./cu.ft: 0.63 27.01 cu.fl. NOTES: Hanson has proportioned this-mix to meet the requirements of project specific documents forwarded from your office and/or your verbal requests. It is the responsibility of the Project Engineer and/or Contractor to assure that these proposed mix proportions (compressive strength, water/cementitious materials ratio, cement content, air content, etc) are adequate to meet anticipated environmental conditions, durability and Building Code requirements. Data enclosed represent the strength potential of this mixture when sampled and tested in strict accordance with applicable ASTM Standards and evaluated in accordance with applicable Greenbook documents. Chemical admixtures are added in accordance with the manufacturers recommendations. Hanson reserves the right to adjust the stated dosages to maintain proposed mix proportioning or meet the demands of changing jobsite conditions. Aggregate weights may change if required by variation in gradation or significant changes in specific gravity. This concrete mix contains confidential an,iega11 fio5g"(; is proprietary m nature. ny unauthorized copying, disclosure or dTThbution of this of S orwotl1g dr2 WIfl me to mtease ste the of any sha not in an wa'I e ot COMMENTS: ,0ppovafb plant () ompfet IJt3tC Niithe sh responsibility for froni Ml the Contra DcaW'9 and SPC1 contrarAor yZAVel In e the Contfa0tom any Iiab pi ned upon M by any pio* ary sudt approvalreloaS contmet NS t40TED .RCDSMII D ..,... MEt4DNDESU8MII "n CORRECTIO rl . 0........ a a 1992-2013 Digital Site PageS • - - . - * Quadrel iService SM Combined Aggregates 1, x44 C-33 WCS Comb. Grad. Greenboo k Grading Lower Limits . Greenboo k Grading Upper Limits 11/2 in. (37.5 mm 100.00 100.00 100.00 100.00 I in. (25 mm) 99.00 99.00 95.00 100.00 3/4 in. (19 mm) 78.00 88.00 77.00 93.00 1/2 in: (12.5 mm) 32.00 62.00 3/8 in. (9.5 mm) 10.00 100.00 50.00 50.00 70.00 No. 4(4.75mm) 3.00 100.00 46.00 39.00 51.00 No. 8(2.36 mm) 1.00 88.00 40.00 31.00 41.00 No. 16(1.18 mm) 1.00 59.00 27.00 . 22.00 32.00 No. 30 1.00 36.00 17.00 12.00 22.00 No. 50 1.00 17.00 8.00 3.00 9.00 No. 100 1.00 8.00 4.00 . 0.00 3.00 No. 200 0.50 3.50 1.80 0.00 2.00 Pan 0.00 0.00 ; 0.00 Fineness Modulus 7.04 2.92 5.21 5.66 4.79 .. - - .• * * ( J - ... tij 1, s ,. . ?j . A.CVi Nit 4 -.o I. .. - - Qu iSeice 1992-2013 Digital Site Systems, Inc. Page6 adrel SM 3990 E Concours Street Suite 200 zzCGMG>C Ontario, CA 91764 Telephone (909) 974-5469 RE1RT FAX (909) 974-5525 Cement Identified as: Date: 9/21/2012 Plant: Cemex Construction Materials Pacific LLC Location: Victorville, CA Prod dates: Beginning: 9/7/2012 Ending: 9/13/2012 Ref. No 41173 STANDARD CHEMICAL REQUIREMENTS ASTM C 150/ AASHTO M 85 T TYPE TYPE TYPE TEST (ASTM C 114) SPECIFICATIONS I H V . RESULTS Silicon Dioxide (SiO2), % . Minimum ---- ---- ---- 20.4 Aluminum Oxide (A1203), % Maximum ---- 6.0 ---- 3.9 Ferric Oxide (Fe2O3), % Maximum ---- 6.0 3.7 Calcium Oxide (CaO), % ---- ---- ---- 62.8 Magnesium Oxide (MgO), % Maximum 6.0 6.0 6.0 . 4.5 Sulfur Trioxide (SO3), % ' Maximum 3.0 . 3.0 2.3 2.7 Loss on Ignition (LOI),% Maximum 3.0 3.0 3.0 1.4 Insoluble Residue, % . Maximum 0.75 0.75 0.75 0.20 Sodium Oxide (Na2O),%* . ---- ---- 0.21 Potassium Oxide (K2O), % * ---- ---- ----. 0.44 Equivalent Alkalies (Na2O+.658K20), % Maximum 0.60 0.60 0.60 0.50 Freelime . DWP Maximum 1.5 1.5 1.5 0.8 CO2(%) . ---- ---- ---- 0.9 Limestone (%) Maximum 5.0 5.0 5.0 2.1 CaCO3 in limestone Minimum 70.0 70.0 70.0 96.7 Inorganic process addition Maximum 3.0 3.0 3.0 0.0 Tricalcium Silicate (C3S), % Maximum ---- ---- ---- 57 Dicalcium Silicate (C2S), % ---- . ---- ---- 16 Tricalcium Aluminate (C3A), % Maximum ---- 8 5 4 Tetracalcium Aluminoferrite (C4AF), % ---- ---- ---- . 11 Heat-Index (OS +4.75C3A) . Maximum 100 76 (C4AF + 2C3A) or (C4AF+C2F),% Maximum Informational data only . ---- ---- . 25 . 19 PHYSICAL REQUIREMENTS Heat of Hydration (ASTM C 186) 7 days, kj/kg (cal/g) Most recent value 327(78.1) (ASTM C 204) Blame Fineness, cm2/gm Minimum 2600 2600 2600 3890 (ASTM C 430) -325 Mesh, % . ---- ---- ---- 97.3 (ASTM C 191) Time of Setting (Vicat) . Initial Set, minutes Minimum 45 45 45 113 Final Set, minutes Maximum 375 375 375 245 (ASTM C4SI) False Set,% Minimum 50 50 . 50 87 (ASTMC 185) Air Content, % . Maximum 12 12 12 5.1 (ASTM C 15 1) Autoclave Expansion, % Maximum 0.80 0.80 0.80 0.08 (ASTM C 187) Normal Consistency, % ---- ---- ---- . 24.8 (ASTM C 1038) Expansion in Water % Maximum 0.020 . 0.020 0.020 . 0.007 (ASTM C 109) Compressive Strength, psi (MPa) 1 Day ---- ---- ---- 2200(15.2) 3 Day . Minimum 1740(12.0) 1450(10.0) 1160(8.0) 3760(25.9) 7 Day Minimum 2760(19.0) 2470(17.0) 2180(15.0) 4650(32.1) * Na2O and K2O determined by ASTM C-I 14-10 section 4 and AASHTO T105-09 Section 3 ** The performance of CEMEX Type II, Type V has proven to be improved with sulfur trioxide levels in excess of the 2.3% limit for Type V. Note Din ASTM C-150 allows for additional sulfate, provided expansion as measured by ASTM C-1038 does not exceed 0.020%. CEMEX hereby certifies that this cement meets or exceeds the chemical and physical Specifications of: ASTM C-150 Type I, Type II, and Type V Low Alkali portland cements _4~ ASTM C-il 57 Type GU Hydraulic Cement By: AASHTO M 85 Type I, Type II, and Type V Low Alkali portland cements Quality Control Manager CalTrans, Section 90-2.01 T II Modified and Type V (2006) CEMEX - Victorville Cement Plant Callrans, Section 90-1.02B (2)(2010) . 16888 North 'E" St., 'Victorville, CA 92394 Arizona DOT Standard Specification 1006-2.01 Hydraulic Cement Los Angeles Department of Water and Power Spec No. G331-R6 ' 3990 E Concours Street C Suite ~00 EEX Ontario, CA 91764 jj Telephone (909) 974 5469 EPOR1' FAX (909)'974-5525 Cement Identified as: Date: 9/21/2012 Plant: Cemex Construction Materials Pacific LLC Location: Victorville, CA - Production Dates: Beginning September 7, 2012 Reference No. 41173 Ending •. September 13, 2012 2 '. . S Additional Data '• ' Limestone addition ' • Amoujt(%) . 2.1 SiO2 (%) ' ' . , . '0.8 . A1203 (%) 0.2 Fe2O3 (%) ' '. ' 0.2 CaO(%) . ' 54.9 S03(%) , ' 0.1 . • 'Base Cement Phase Composition , • C3S(%) • .• . 58 . . S . C2S(%) . 16 C3A(%) ' . C4AF(%) We certify that the above described data represents the materials used in the . cement manufacured during the production period indicated , S By 1 Quality Control Manager CEMEX - Victorville Cement Plant 16888 North SE" St., Victorville, CA 92394 ' ' . ' S • S S ,, - - S • 'S . ' S • / * .5. 5 S •. • •• .. :. • S '--:. I I Salt River Materials Group Hanson Aggregates 'Materials 1EMENT South San Diego, CA - F - - . Corporate Headquarters F 8800 E Chaparral Rd, Ste 155 Scottsdale, AZ 85250 Phone: 480-850-5757 Product: ASTM C618 Class F, Four Corners Fly Ash Cement Fax: 480-850-5758 * AASHTO M295 Manufacturing 't. 601 N Cement Plant Rd - Clarkdale, AZ 86324 POZZON TEST REPORT Phone: 928-634-2261 Fax: 928-634-3543 8-09-12 Ctl#: 66918 > 19th Avenue Facility -. 1802 W Lower Buckeye Rd Lot: 6153 - Results Specifications ' Phoenix, AZ 85007. - Phone: 602-253-9149 Chemical Analysis (011/C114/326) Fax: 602-253-9160 Silicon Dioxide, SiO2 , 61.21% --- ;Lower Buckeye Facility Aluminum Oxide-A1203 - 24.71% ,1941W Lower Buckeye Rd Ferric Oxide, Fe 03 4.28 % - P Phoenix, AZ 85009 hone: 602-258-7798 . SiO 2+Al2 O3 +Fe2 O3 90.20% 70.00 Mm Fax: 602-525-3362 . Calcium Oxide, CaO 2.01% - 21st Avenue Facility Magnesium Oxide, MgO 1.31% - - 1325 N2lst Avenue W Sulfur Trioxide,. S03 . 0.11% 5.00 Max Phoenix, AZ 85009 - Phone: 602-254-3824 Moisture Content • 0.05% 3.00 Max -. Fax: 602-254-3825 , Loss on Ignition 0.28 % 5.00 Max Mesa Community Storage Available Alkalis as Na 2 0 - .0.38 % .--- Dobson & McKellips Alkalis (%Na2 0 + 0.658% K2 0) 1.94% Mesa, AZ 85211, Phone 480-990-7847 '- R Factor (%CaO -5) / (%FeO) -0.70% --- ,: , -;. .- - • • Cholla Fly Ash Facility - P0 Box 380 D ,Si al"s1s . . ' ' Joseph City,-AZ 86032 . Phone: 928-288-1661 -' Fineness, amount retained on • . . . - I Fax: 928-288-1663 - #325 sieve, °h (C430) 25.50 - 34.00 Max Four Corners Fly Ash Facility - variation, points from average 3.44 5.00 Max P0 Box 1007 Density, g/crn3 (088) 1.94 --- -Fruitland, NM 87416 .' ,, - , . Variation from average, % 0.02 5.00 Max - Phone 505.598-8657 ,- • Fax: 505-598-8633 Strength Activity Index San Juan Fly Ash Facility - • with Portland Cement (011/ C109) - . San Juan Generating Station at 7 days, % of cement control 76.17- --- . . . Wateow, NM 87421 - '- at 28 days, % of cement control 80.80 75.00' Min Phone: -. - Water Requirement c311) Fax: 505-598-7547 % of cement control . 96.28 105.00 Max Escalante Fly Ash Facility - - CR19/ P0 Box 620 , Soundness, autoclave expansion (C311/C151) . . ' Prewitt, NM 87405 or contraction, % -0.03 0.80 Max Phone 505-285-4590 Fax: 505-285-4667 Gallup Fly Ash Facility - . - All tests have been made in strict accordance with the current standards of the -. 9001/4 N-9th St. Gallup, NM 87305 American Society for Testing and Materials covering the type of material specified. . •• • _______ -- • . Lee Gorby, Quality ssu rof&Manager , - . .. -: • •.• - ••• - - 19 SEP 2012 -, F P 4! Po DU CT I N FORM AT ION WRDA -64 Water-Reducing Adrmxture ASTM C 494 Type A and Type D V V V - •V V Description - • WRDA 64 is a polymer based aqueous solution of complex F organic compounds. WRDA 64is areadytO use low viscosity liquid V V * V V V • ' which isfactory pre-mixed in V V -' • exact proportions to minimize ,- V handling, eliminate mistakes and - V V guesswork. V WRDA 64 contains no calcium - V chloride and weighs approximate- ly 1.21 kg/L (10.1 lb/gal).- Uses V V WRDA 64 pro'duces' concrete V with lower water content (typical- - V 1y8 to 10% reduction), greater plàsticit,' and higher strength. It is VVi V V used in ready-mix plants, block V V' - * V • V V and cbcrete product plants, in V lightweight and prestressed work wherever concrete is produced. The use of WRDA 64 produces a Finishability , , • V plastic concrete that is more Finishers have stated that the V 1 Advantages I workable easier to place and cement paste or mortar in V WRDA 64 Offers ignificant more finishable than plain or V WPVDA 64 admixtured concrete advantages over single component, other admixturedèoncrete. In the has improved trowelabiity. The V water reducers. Water reduction V hardened state, WRDA 64 con influence of WRDA 64 on the fin- V and setting times are more consis- crete has higher compressive and - ishability of 1an mixes has been V V V tent due to the polymer compo- V flexural strengths at dl ages than . particularly noticeable. Floating nents. WRDA 64 also performs untreated or convntionàl admix-' and troweling; by machine or epecially well in concrete con tured concrete. V V - hand, irnartsa smooth, close fol- taming fly ash and other / The greater degree of plasticity erance surface pozzolans. I V V achieved, compared with conven- V fl V • - V V tmonal water reducing admmxtures allows improved fmnmshabmhty t •1 - -,".v GRACE....., Vs 5- Construction Products Addition Rate The addition rate range of WRDA 64 is 195 to 390 mL/100 kg (3 to 6 fl oz/100 lb) of cement. Pretesting is required to determine the appropriate addition rate for Type A and Type D performance. Optimum addition depends on the other concrete mixture com- ponents, job conditions, and desired performance characteristics. Dispensing Equipment A complete line of accurate, auto- matic dispensing equipment is available. WRDA 64 may be introduced to the mix on the sand or in the water. Compatibility with Other Admixtures WRDA 64 is compatible in con- crete with all air-entraining admixtures such as Darexe II AEA and Daravaire. Due to the slight air-entraining properties of WRDA 64, itself, the addition rate of air-entraining admixture may be reduced by about 25%. By combining the separate effects of air-entraining and dispersion, the water requirement of concrete may be reduced up to 15%. EACH ADMIXTURE SHOULD BE ADDED SEPARATELY. While WRDA 64 contains no calcium chloride, it is compatible with cal- cium chloride in concrete mixes. Again, each should be added sep- arately. Packaging WRDA 64 is available in bulk, delivered by metered tank trucks, and in 210 L (55 gal) drums. WRDA 64 contains no flammable ingredients. It will freeze at about -2C (28F), but will return to full strength after thawing and thor- ough agitation. Architects' Specification for Concrete Water-Reducing Admixture Concrete shall be designed in accordance with ACT Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. The water-reducing (or water- reducing and retarding) admix- ture 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 man- ufacturer's recommendations. The admixture shall comply with ASTM Designation C 494, Type A water-reducing (or Type D water-reducing and retarding) admixtures. Certification of com- pliance 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 batching plant or job site. 0 W.R. Grace & Co.-Conn. 62 Whittemore Avenue Cambridge, MA 02140 WRDA, Oareo and Daesuolr am registered seodema,iso of W.R. Coon &C—Conn. We hope the information here wIll he helpful. Its based on data and knowledge considered to he eor and accurate and Is offered for the owes ro,ntderotlon. InveslIgoslon and verlllcallon, but we do no, wa,eaot the remiSs 10 he obtained. Please mad all statenonis, recomnmndatloos or soggestlors In cnrgorctlOn stInt our condhlons of sale, whIch applp to all gooth supplied y us. No stule,reol. secomonndusloa or soggestlon is blended for any toe which world lofrlgge any potent or coppeighs. W R. Cease & Co-Coon., 62 Whloemo,e Ave,ote, Carnhrldge, MA 02140 In Cuoodo, W. Is. Grace & Co. Cuood LId. 294 Cleonols Road, West. Ajox, Oootebo, Cuouda LIS 3C6. This product may he coveredhy patents or patents pending. Copyright 1996. W.R. Crate & Co-Coon. CMD-366C Printed In U.S.A. 6/96 FA/GPSI5M GRACE Construction Products Submittal#: 1032 MEN U.. tmHanson Customer: . Pal General Engineering Project: Palomar Airport Rd. & College Blvd Plant: 20 Date Issued: 1/10/2013 Oceanside Usage: 2533502 2500 PSI @ 28 DAYS 4' LINE PUMP 520-CFW-2500 Material Source Description Spec. Gr. Vol (CF) . oz/cwt Weight (lb) Type IT-V Cemex Cement 3.15 2.25 442.0 Fly Ash F SMRG Fly Ash 2.17 . 0.58 . 78.0 4 57 Hanson Carroll Canyon 1" x #4 . 2.62 10.39 1,699 Blended Sand Pacific Aggregate : C-33 WCS 2.66 8.16 1,355 City City . . Water . 1.00 . 5.23 326.3 Type A Water Reducer WR Grace WRDA 64 . .1.10 . 4.00 Air . . . 0.41 SpecifiedF'c: . 2,500 PSI . . . TOTAL . . 0 27.01 3,901 Specified Slump: . 3.00 To 5.00 in. Target Unit Weight: 144.4 lbs./cu.ft. Specified Air: . Target W/C + P Ratio: . . 0.63 target Air: ,. 1.5 % Tt Vl 27.01 cu.ft. arge o ume: OTES: Hanson has proportioned this mix to meet the requirements of project specific documents forwarded from your office and/or your verbal requests. It is the responsibility of the Project Enginer and/or Contractor to assure that these proposed mix proportions (compressive strength, water/cementitious materials ratio, cement content, air content, etc) are adequate to meet anticipated environmental conditions, durability and Building Code requirements. Data enclosed represent the strength potential of this mixture when sampled and tested in strict accordance with applicable ASTM Standards and evaluated in accordance with applicable Greenbook documents. . . Chemical admixtures are added in accordance with the manufacturers recommendations. Hanson reserves the right to adjust the stated dosages to maintain proposed mix proportioning or meet the demands of changing jobsite conditions. Aggregate weights may change if required by variation in gradation or significant changes in specific gravity. This concrete mix contains confidential and legally priveleged information which is proprietary in nature. Any unauthorized copying, disclosure or distribution of this material is strictly forbidden.. COMMENTS: OF 1992- 2013 Digital Site Systems, Inc. Pages . 0 Quadre! iService SM S.. Combined Aggregates 1" x 94 C-33 WCS Comb. Grad: Greenboo kC, Grading Lower Limits Greenboo k Grading Upper Limits 11/2 in. (37.5 mm 100.00 V 100.00 100.00 100.00 'in. (25 mm) 99.00 V 99.00 95.60 100.00 3/4 in. (19 mm) 78.00 V 88.00 77.00 . 93.00 1/2 in. (12.5 mm) 32.00 62.00 3/8 in. (9.5 mm) 10.00 100.00 J 50.00 50.00 70.00 No. 4(4.75min) 3.00 100.00 / 46.00 39.00 51.00 No. 8(2.36 mm) 1.00 88.00 1 40.00 31.00 41.00 No. 16(1.18mm) 1.00 59.00 1 27.00 22.00 32.00 No. 30 1.00 36.00 / 17.00 12.00 22.00 . No. 50 1.00 .17.00 / 8.00 3.00 9.00 No. 100 1.00 . 8.00 i 4.00 0.00 3.00 No. 200 0.50 3.50 / 1.80 0.00 2.00 Pan 0.00 0.00 0.00 Fineness Modulus 7.04 2.92 5.21 5.66 4.79 S 1992 - 2013 Digital Site Systems, Inc. Page6 Quadrel iService SM S 3990 E Concours Street ......................... Suite 200 MILL ZZCC'-EX Ontario CA 91764 7 Telephone (909) 974-5469 FAX (909) 974-5525 Cement Identified as: Date: 9/21/2012 Plant: Cemex Construction Materials Pacific LLC Location: Victorville, CA Prod dates: Beginning: 9/7/2012 Ending: 9/13/2012 Ref. No 41173 STANDARD CHEMICAL REQUIREMENTS ASTM C 150 I AASHTO M 85 TYPE TYPE TYPE TEST (ASTM C 114) . SPECIFICATIONS 1 II V RESULTS Silicon Dioxide (SiO2), % Minimum '-c-- ---- ---- 20.4 Aluminum Oxide (Al2O3), % Maximum' ---- 6.0 . ---- 3.9 Ferric Oxide (Fe2O3), % Maximum ---- 6.0 ---- 3.7 Calcium Oxide (CaO), % . ---- ---- ---- 62.8 Magnesium Oxide (MgO), % Maximum 6.0 6.0 6.0 4.5 Sulfur Trioxide (S03), % ** Maximum 3.0 3.0 2.3 2.7 Loss on Ignition (LOI), % Maximum 3.0 3.0 3.0 1.4 Insoluble Residue, % Maximum 0.75 0.75 0.75 0.20 Sodium Oxide (Na2O), % * . ---- ---- ---- 0.21 Potassium Oxide (K2O),.% * . . ---- ---- ---- 0.44 Equivalent Alkalies (Na2O+.658K20), % Maximum 0.60 0.60 0.60 0.50 Freelime DWP Maximum 1.5 1.5. 1.5 0.8 CO2(%) ---- ---- ---- 0.9 Limestone (%i . . Maximum 5.0 5.0 5.0 . 2.1 CaCO3 in limestone . Minimum 70.0 . 70.0 70.0 96.7 inorganic process addition Maximum 3.0 3.0 3.0 0.0 Tricalcium Silicate (C35), % Maximum ---- ---- . ---- 57 Dicalcium Silicate (C2S), % . ---- .---- ---- 16 Tricalcium Aluminate (C3A), % . Maximum ---- 8 5 . . 4 Tetracalcium Aluminoferrite (C4AF), % ---- ---- ---- II Heat Index (C3S + 4.75C3A) . . Maximum 100 76 (C4AF + 2C3A) or (C4AF+C2F),% . . Maximum Informational data only ---- ---- 25 19 PHYSICAL REQUIREMENTS Heat of Hydration (ASTM C 186) 7 days, kj/kg (callg) . Most recent value . 327(78.1) (ASTM C 204) Blame Fineness, cm2/gm Minimum 2600 2600 2600 3890 (ASTM C 430) -325 Mesh, % . . . ---- ---- . -v-- 97.3 (ASTM C 191) Time of Setting (Vicat) Initial Set, minutes Minimum 45 45 45 113 Final Set, minutes . Maximum . 375 375 375 245 (ASTM C 45 1) False Set, % . . Minimum 50 50 50 87 (ASTMC 185) Air Content, % Maximum 12 12 12 5.1 (ASTM C'ISl) Autoclave Expansion, % Maximum 0.80 0.80 0.80 0.08 (ASTM C 187) Normal Consistency, % . ----- ---- ---- 24.8 (ASTM C 1038) Expansion in Water % Maximum 0.020 0.020 0.020 0.007 (ASTM C 109). Compressive Strength, psi (MPa) . 1 Day . . ---- . ---- ---- 2200(15.2) 3 Day Minimum 1740(12.0) 1450(10.0) 1160(8.0) 3760(25.9) 7 Day . Minimum 2760(19.0) 2470(17.0) 2180(15.0) 4650(32.1) * Na2O and K2O determined by ASTM C-114- 10 section 4 and AASHTO T105-09 Section 3 ** The performance of CEMEX Type II, Type V has proven to be improved with sulfur trioxide levels in excess of the 2.3% limit for Type V. 'Note Din ASTM C-150 allows for additional sulfate, provided expansion as measured by ASTM C-1038 does not exceed 0.020%. CEMEX hereby certifies that this cement meets or exceeds the chemical and physical Specifications of: ASTM C-150 Type I, Type II, and Type V Low Alkali portland cements _4~ ASTM C-i 157 Type GU Hydraulic Cement ' By: AASHTO M 85 Type I, Type II, and Type V Low Alkali portland cements Quality Control Manager CalTrans, Section 90-2.01 T II Modified and Type V (2006) CEMEX - Victorville Cement Plant CalTrans, Section 90-1.02B (2) (20 10) 16888 North 'E" St., 'Victorville, CA 92394 Arizona DOT Standard Specification 1006-2.01 Hydraulic Cement Los Angeles Department of Water and Power Spec No. 033 1-R6 I I 3990 E ncours 0treet. 200 0 CA 91764 44cEmcEx Telephone (909) 974-5469 FAX (909) 974-5525 Cement Identified as: Date: 9/21/2012 Plant: Cemex Construction Materials Pacific LLC Location: Victorville, CA Production Dates: . 0 Beginning . September 7, 2012 Reference No. 41173 Ending . September 13, 2012 Additional Data Limestone addition Amount(%) 2.1 . SiO2 (%) . 0.8 A1203 (%) 0.2 Fe2O3 (%) 0.2 CaO(%) . . 54.9 S03(%) 0.1 Base Cement Phase Composition C3S(%) 58 C2S(%) 16 C3A(%) 4 C4AF(%) 11 We certify that the above described data represents the materials used in the cement inanufacured during the production period indicated By: Quality Control Manager CEMEX - Victorville Cement Plant 16888 North 'E' St., Victorville, CA 92394 . - - 0 •0 Salt River Materials Group ' Hanson Aggregates Materials South MMECEMW San Diego, CA 0 0 - - Corporate Headquarters 8800 E Chaparral Rd, Ste 155 - •. . Scottsdale, AZ 85250 . 0 , Phone: 480-850-5757 Fax: 480-850-5758-. Product: ASTM C618 Class F, Four Corners Fly Ash . 0 Cement Manufacturing 0 0 AASHTO M295 0 0 00 . 601 Cement Plant Rd o . 0 Clarkdaie, AZ 86324 0 0 0 0 0 0 Phone: 928-634-2261 8-09-12 POZZOLAN TEST REPORT Cti# 66918 Fax 928-634-3543 - . •0, , 'I 19th Avenue Facility 1802 W Lower Buckeye Rd Lot: 6153 Results Specifications 0 0 Phoenix, AZ 85007 - ,• , 0 Phone: 602-253-9149 •0 0 Chemical Analysis (311/C114/D4326) . . - Fax: 602-253-9160 ' 0 0' / . • 0 Silicon Dioxide, SiO2 , 61.21 % . ' Lower Buckeye Facility 0 0 Aluminum Oxide,A1203 24.71%. --- 194 1 W Lower Buckeye Rd Phoenix, AZ 85009 0 •' 0 Ferric Oxide, Fe2O3 4.28 % 0 , Phone: 602-258-7798 4.0 Si02+A12 03 +Fe2 O3 : . ' 90.20 % 70.00 Mm '• . .. Fax: 602-525-3362 0 0 0 0 0 ' Calcium Oxide, CaO 2.01 % 0 0 21st Avenue Facility 0 Magnesium Oxide, MO - 1.31% --- 0 1325N2lstAvenue ' 0 Phoenix AZ 85009 0 - Sulfur Trioxide, S03 . - 0.11 % ' , 5.00 Max Phone: 602-254-3824 0 • Moisture Content -- - 0.05% ' 3.00 Max , Fax: 602-254-3825- o 0 Loss on Ignition 0 0.28% 5.00 Max 0 Mesa Community Storage - 0 Available Alkalis as Na, 0 ' •- 0.38 %. 0 0 Dobson & McKellips Mesa, AZ 85211 ' 0 ' - Alkalis (%Na 0+ 0.658% K2 0) 1 , 94% ' ' r Phone 480-990-7847 0 0 R Factor (%CaO -5) I (%FeO) 0 -0.70 % 0 0 ',•, 00 0 0 0 .lCholla Fly Ash Facility ' - PO Box 380 0 0 Physical Analysis . •• Joseph City, AZ 86032 0 }' . . Phone: 928-288-1661 0 - Fineness, amount retained on Fax 928-288-1663 '#325 sieve, % (C430) , 0 25.50 34.00 Max ' FourCornersFlyAsh Facility 0 variation, points from average 3.44 - 5.00 Max . - POBox 1007 . - - - Density, /cm3 'ci 1.94 ' 0 Fruitland, NM 87416 0 - 0 - 0 fl• ri 1 •Ofl 505-598-8657 O , 0 Variation from average, % 0.02 , 5.00 Max ,- 505-598-8633 Strength Activity Index 0 0 San Juan Fly Ash Facility 0 with Portland Cement (011/ ClOg) ' San Juan Generating Station - • 0 at 7 days, % of cement control 76.17 , --- ' 0 Waterflow,NM 87421 at 28 days, % of cement control 80.80 75.00 Min PhoFne: 505-598-7546. ax: 505-598-7547 Water Requirement 011) 0 0 0 - Escalante Fly Ash Facility 0 % of cement control 96.28 ', 105.00 Max - - - . 'CRI9/PO Box 620 - Soundness, autoclave expansion (011 C151) 0 0 , • , ' - Prewitt,t87405 0 —. or contraction, % -0.03 0.80 Max Phone: 505-285-4590 Fax: 505-285-4667 Gallup Fly Ash Facility 9001/4 N 9th St. - 0 - ' All tests have been made in strict accordance with the-current standards of the , ' 0 Gallup, NM 87305 - American Society for Testing and Materials covering the type of material specified t / -- Lee Gorby Qualify/AssuroWemainager .: 19SEP2012 O 0 • • • - •.: .-. t,, --- ; - 0 0 ,• - - - -. 0 0 • -- -,_J_ - • •'- ':'• . .'P PODU CT' IN FO R'M ATI ON , WRDA@ -64 ) 0 Water-Reducing Admixture ASTM C 494 Type A and Type D - Description . •- - -WRDA® 64 is a polymer based - aqueous solution of complex - organic compounds. WRDA 64 is a ready-to-use low viscosity liquid P " which is factory pre-mixed in V - exact proportions to minimize : •• handling, - eliminate mistakes and - guesswork V ; V WRDA 64 contains no calcium chloride and weighs approximate- - ly 1.21 kg/L (10.1 lb/gal). V V ' .- Uses-. - WRDA 64-produces-a concrete :. with lower water content (typical - ly.8to 10% reduction), greater '' plasticity and higher strength. It is •• • V used in ready-mix plants, block and concrete product plants, in V V V - V lightweight and prestressed work V • - 'V • .• ,. - .. wherever concrete is produced. V The use of WRDA 64 produces a Finishabitity plastic concrete that is more Finishers have stated that the Advantages V ' workable, easier to place and cement paste, or mortar, in - -' • V WRDA 64 offers significant more finishable than plain or WRDA 64 admixtured concrete advantages over single component other admixtured concrete In the has improved trowelabihty. The water reducers. Water reduction hardened state, WRDA 64 con- influence of WRDA 64 on the fin- V V and setting times are more consis- crete has higher compressive and ishability of lean mixes has been tent due to the polymer compo- flexural strengths at all ages than particularly noticeable. Floating ., V nents. WRDA 64 also peiforms. untreated or conventional admix- and troweling, by machine or V - • . ." specially well in concrete con- tured concrete. . hand, imparts a smooth, close to1 taming fly ash and other The greater degree of plasticity erance surface pozzolans achieved compared with conven- tional water reducing admixtures - allows improved finishability. ' . .44 GRACE Construction Products F • 1 ••• r -',; V 4 . . .- -••--,.V --- • • '• 4._ _____ .' Addition Rate The addition rate range of WRDA 64 is 195 to 390 mL/100 kg (3 to 6 fl oz/100 lb) of cement. Pretesting is required to determine the appropriate addition rate for Type A and Type D performance. Optimum addition depends on the other concrete mixture com- ponents, job conditions, and desired performance characteristics. Dispensing Equipment A complete line of accurate, auto- matic dispensing equipment is available. WRDA 64 may be introduced to the mix on the sand or in the water. Compatibility with Other Admixtures WRDA 64 is compatible in con- crete with all air-entraining admixtures such as Darexth II AEA and Daravair®. Due to the slight air-entraining properties of WRDA 64, itself, the addition rate of air-entraining admixture may be reduced' by about 25%. By combining the separate effects of air-entraining and dispersion, the water requirement of concrete may be reduced up to 15%. EACH ADMIXTURE SHOULD BE ADDED SEPARATELY. While WRDA 64 contains no calcium chloride, it is compatible with cal- cium chloride in concrete mixes. Again, each should be added sep- arately. Packaging WRDA 64 is available in bulk, delivered by metered tank trucks, and in 210 L (55 gal) drums. WRDA 64 contains no flammable ingredients. It will freeze at about -2C (28F), but will return to full strength after thawing and thor- ough agitation. Architects' Specification for Concrete Water-Reducing Admixture Concrete shall be designed in accordance with ACI Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. The water-reducing (or water- reducing and retarding) admix- ture 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 man- ufacturer's recommendations. The admixture shall comply with ASTM Designation C 494, Type A water-reducing (or Type D water-reducing and retarding) admixtures. Certification of com- pliance 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 batching plant or job site. W.R. Grace & Co.-Conn 62 Whittemore Avenue Cambridge, MA 02140 WRDA Daeeo oral Doassair a,o registered irathooadto o1W.R. C,toe & Co-Con,,. We hope the Information tree will be IteafoL It to hood 00 data and knowledge considered to he Irta and 055orote aod Is otreted toe the atm considetottoo, tovesitgatton and verification, hot we do not wz0000t the results to be obtojoed. Ptetee read all stoteereus, recommendations or' suggestions to co/9unctlOn with oar rOodiliorn Or sate, wt,kha , to nit 00th supplIed by at. No stateorot. re000tnonolooOn to sutoestlo,, Is Intended for airy tee which would tofrlraie tory plsteot or copyright. W. R. Crate & Co, -Coon., 62 Whotewot,, Avenue, Cambridge. MA 02140. to Canada, W.1 Crane & Co. Ciorada, [itt 294 Cleweots Road. West. Ajiot. Ontario. Canada LtS 3C6. GRACE This prodars may he covered by patents or patents pending. Copyright 1996. W.R. Grace & Co-Coon. CMD-366C Printed to U.S.A. 6/96 PA/CP95M Construction Products H r cV p,i General Engineerin'g Inc City of Carlsbad 5950 El Camino Real : . . •. ' . Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION:' . .....: ' The undersigned as representative of Contractor for the above Project, submits the following and certifies .: 1. Submittal has been reviewed and it-is complete and conforms with requirements of Contract Documents . except as noted 2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. ' - . • . ' •. ' • ' Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. • . . . • Submittal has been cooed inatedwith other submittals and work and proposed products and construction will properly interface with other construction. . ' ' ' • • . ' ' KhaderSafi Project Manager ' •' ' •. . . ' ' ' PAL General Engineering - •• • ' ' • ' ' . ' ' ' • . . . . . '. 5374 Eastgatc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 . • ' License No. 916931 - SB#57496- wwv.paIsd.corn- nfo@palsd.om ' Mix Design Report Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 760-745-0556 Mix ID# 5596-- 560-C-3250 [0] This design is being submitted for approval. Conformance with specification should be reviewed. 0 Contractor: PAL GENERAL ENGINEERING Project: P.A.R. & COLLEGE BLVD INTERSECTION IMP, CARLSBAD Compressive Strength : 3250 psi at 28 days Aggregate size: 1" -- 25 mm Air: 1.0±1.0% Water/Cement ratio: 0.580 Slump: 4.00±1.00in Source of Concrete: SUPERIOR READY MIX CONCRETE Construction type: 560-C-3250 Placement: TRUCK PLACE Unit Weight: 148.33 pcf Design Date: 03/25/2011 [11 Constituents: Quantity Density Volume ASTM-C150 TYPE [IN CEMENT 560 lb 3.150 2.85 Water 325 lb 1.000 5.21 ASTM-C33 #57 ROCK 1483 lb 2.700 8.80 ASTM-C33 #8 ROCK . 266 lb 2.700 1.58 ASTM C33 FINE AGGREGATE . 1371 lb 2.650 8.29 Air 1.0%. 0.27 9. (ov IN SV%op 1010' c_ iirA be . ø 9IRSs g9 *I ?r 0 —,.Tog1T 4005 27.00 Remarks: Reported by Superior Ready Mix L.P. Approval by: Date: 01/10/2013 Date: I / I . 01/10/2013 0--'560-C-3250 [0] 3250 psi Concrete Mixture Submittal Mix Design Report Full gradation analysis Percent passing Sieve :Agg. 1 Agg. 2- Agg. 3 Agg. 4 Agg. 5 Paste Total Aggr.. 11/2 . 100.00 100.00 100.00 100.0 100.0 100.0W :JEE1oQ00JIi 100 oo)L:'t 3/4' 62.00 100.00 100.00 100.0 87.6 82.1 3/8_______2400 9500 10000 1000 749 638 [T20200o)8r # 8 1 00 1 00 .83 00 100.0 1 `56.1 -,37.4 #30 3900 — 1000 428 173' 17 50 ________ #100 600 1000 330 30 200 _____' #325 950 290 fr J 203fJ Pan FJ _JF.L T 584 DIJL _ JII %Agg 47.15 8.45 44.40- . - EPLL £i!LJEJ Agg: 1: ASTM-C33 #57, ROCK . :Z6 An I ye't I IFZ LI -H egates rao oTbin 70. Id Kij IL 30. 2------- -- --t---- 10- NCD - 0 c- I- I — - — -J Q_ — I Pit*c1eSize — 4 01/10/2013 2 V:. V gg. z: i ivi-. V V -Agg. 3: ASTM C33 FINE AGGREGATE .. V V a •J•V ; '7 . Cummulative Percent Passna Cbart3 I V V VV d.••_• • Earth Systems . .'Southwest. . . . . 7941.18 Country Club Drive Bemudà Dunçs, CA V2203 (760) 345-1588 (800)924-7015 FAX (760) 345-7315 Project: Superior Standard Mix Design #: 5596 Address: San Diego County, Ca. Date: 9/8/2011 General Contractor: . Lab Design #: ES 11-063° . Cónc. Sub-Contractor: . Job Number: . .07517-01 Concrete Supplier Superior Ready Mix Max Size Agg 11. Agg Supplier Superior Ready Mix Design Strength 3250 psi Cement Supplier Mitsubishi Slump 4 Concrete Use: SSPWC 560-C-3250 . H20IComent Ratio: 0.58 Proportions . . . Abs. Abs.. Batch Batch Spedflc. . . Vol. Vol. Weight Weight Material Type . Gravity Cu.Ft. Cu. Mu. Lbs., Kgs: Cement 6.6 Type tIN 3.15 2.85 0.106 560 332 E4As4i- --r . u.u? 6,300 Agg.#1 . 1112" Agg . 2.70 0.00 0.000 01 1 0 Agg.#2 1"Agg . 2.70 8.80 0.326 1483 880 Agg.#3 . 3/8".Agg . 2.70 1.58 0.058 266 158 Agg.#4 Wash Con Sand . 2.65 . 8.16; 0.302 1349 801 Water 39.0 Gals. 192.8 Liters 1.00 .5.21 0.193 325 193 . Admix#i- . S 408 eee-ocoü o-e • Q-44teS. -100 0000-00D -oz'° 0 Qfl9 Entrapped ° 1.5 %± 1.0% 1.00 0.41 0.015 . 0.0 oz 0.00 liters Totals 27.0 1.0 3983 lbs. 2364 kg Aggregate Gradation (mm) . . .. AGG. % ° 1 1/2" 1" 3/4 1/2" 3/8' #4 #8 #16 #30 #50 #100 #200 AGG. % 37.5 mm 25 min 19 min 12.5 min 95 mm 4.75 min 2.36 min 1.18 min 600 urn 300um 150 um 75 um Agg,#1 0 . Agg.#2 47 100 98 62 34 24 2 1 Agg.#3 9 100 100 100 100 95 20 1 6 . .2.9 Aoä.#4 44 100 100 100 100 100 98 83 63 39 18 Average Strength = 4960 fcr =f'c+1.34s= 4394 This mix design presented is based upon estimation of material properties and limited feasibility testing under laboratory conditions. II is recommended that trial tests are made prior to and during production to verily the performance of field produced concrete. All Concrete mixes should be reviewed and accepted by the applicable project slruclutal engineer and/or contractor. Respectfully submitted EARTH SYSTEMS SOUTHWEST Mark Hóughton C.E.T. # 078507 S . Distribution: 2-Superior 1-RC Reviewed by: Kevin L. Paul CE # 70084 Cast date ' Slump ' Conc Temp 7 Day PSI , 28 Day PSI 12/02/2009 4 50 72 2590 5220 12/24/2009 4.50 ''. 66. 2770 5325 '01/07/2010 5.25 •. '.71 3290 4660 01/11/2010 5.00 67 3290 5625 01/13/2010 4.50 - 68 3510 5170 01/14/2010 4.50 70 ' 2380 4310 01/15/2010 5.00 ' 68 2900 . 5065 01/27/2010 4-.50 , 66 2440 . 4595 02/12/2010 - 5.00 68; 3840 5445 02/17/2010 4.50 .71 3960 '5765 ' 04/02/2010 4.50 w72 ' 0 - - 4070 ..' 04/03/2010 4.50 - 70 - 0 - ' 3765,,- 10/28/2010 4.6o 72 4465 6285 -11/12/2010 4.00 74. ., . 2820 1 4320 - 09/14/2011 , 5.00 ' - ', 82 - 3610 4770 03/13/2012 4.50 69 - 3160 - - 4730 - 03/31/2012 5.'00 72 4060 5113 03/31/2012 4.50 70 4190 ':5483 04/05/2012 '3.00. - 80 ' 3500 - 5320 04/24/2012 3.75 74 - 3690 4545 05/02/2012 4.00 . .70 3550 - 4670 - 05/09/2012- 3.00 78 - 3000 4565 05/15/2012 , 3.50 75 - - 3770 - '- 4830 05/21/2012 3.75 84 - 3390 4415 -' 05/22/2012 4.00 82 - - 3000 - - 3995 -. 05/23/2012 4.00 77 - 2940 ,. 4180 05/25/2012 ' '500 - 79 - - ... 3010 4580 08/03/2012 .5.00 - 83 . .- 2810 3825 ' 08/07/2012 3.50 , - 2980 - '' 3905 08/10/2012 4.00 -88 - 3670 . 4340 - - - 4.330 - 74.0 3306 4762 Average - - 0.602 - - 6.8 - 535 620 STD - - 3.00 66 2380 - 3765 Low' - - 5.25 -, - -93 - - - 4465 - 6285 High - Number of observations 30 General Engineering Inc. City of Carlsbad 5950 El Camino Real . Carlsbad, CA PAR and College Blvd Intersection Improvements • 6028/6029 Submittal No. • .2-2 No. of Copies: 1 .'. • • Resubmittal: YES NO .• .. Concrete Superior Prepared on: 01/14/2013 • - Prepared by: Heather. Barnhill 5374 Eastgtc Mall. San Diego,.Ct\ 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 \vww.pa]sd.cQrn hifo@palsd.com General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION: • The undersigned, as representative of Contractor for the above Project, submits the following and certifies 1. Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. 2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal, are acceptable for this Project and will result in a complete, functional installation. .5. Submittal has been coordinated with other submittals and work and proposed products and construction • will properly interface with other construction. Khader Safi S Project Manager PAL General Engineering S • S 5374 Eastgarc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 S13#57496 • www.palsd.com lnfo@palsd.com 0 Mix Design Report 8 Superior Ready Mix Concrete, L.P. 1508W Mission Rd Escondido, CA 92029 760-745-0556 Mix ID# 5596-- 560-C-3250 [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: PAL GENERAL ENGINEERING Project: P.A.R. & COLLEGE BLVD INTERSECTION IMP, CARLSBAD Compressive Strength: 3250 psi at 28 days Aggregate size: 1" -- 25 mm. Air: 1.0±1.0% Water/Cement ratio: 0.580 Slump: 4.00 ± 1:00 in Source of Concrete: SUPERIOR READY MIX CONCRETE Construction type : 560-C-3250 Placement: TRUCK PLACE Unit Weight: 148.33 pcf Design Date: 03/25/2011 Constituents: Quantity Density Volume ASTM-C150 TYPE IIN CEMENT • "560 lb 3.150 2.85 Water • , /325 lb 1.000 5.21 ASTM-C33#57 ROCK • • 1483 lb 2.700 8.80 ASTM-C33 #8 ROCK 266 lb 2.700 1.58 ASTM C33 FINE AGGREGATE • 1371 lb 2.650 8.29 Air 1.0%. • 0.27 Total: .4009T----7-27.00 Remarks: • Reportedby Superior Ready Mix L.P. • Apprval by: Date: • 01/10/2013 Date: / I 01/10/2013 1 5596-- 560-C-3250 [0] 3250 psi Concrete Mixture Submittal Mix Design Report Full gradation analysis - Percent passing Sieve Agg. I Agg. 2 Agg. 3 Agg. 4 Agg. 5 Paste Total Aggr. 1 1/2" . 100.00 100.00 100.00 100.0 100.0 100.0 98600 =F 11 JL 0P1EIIT99.31L 99.1iJ 3/4" 62.00 100.00 100.00 . . 100.0 87.6 82.1 v 00.001 100.00 1L jfl 00.01 7 [éj ' 3/8".. 24.00 95.00 100.00 100.0 74.9 638 V 1[2001I20T60]E 98T001fl 1[ I[11068146.2i v #8 1.00. 1.00 83.00 100.0 56.7 37.4 V [#16 . ]63.00] . IEI100.0][5oIr 28.0P #30 39.00 100.0 42.8 17.31 it . o1 It/ # 100 6.00 100.0 33.0 3.0. 200 1[ J2.f H 1F100.oUTh7t[ 1.3k # 325 . . . . 95.0 29.0 1L J[ IjI l[. '][65.8III Pan . I[7u1][5.841F 931l IL.. ±11 it . %Agg 47.15 8.45 44.40 J% Total I 32.60][5.841[30.711 11 1F °91I Agg. 1: ASTM-C33 #57 ROCK . - .. •. ; - -. Agg. 2:' ASTM-C33 #8 ROCK -• . .; Agg: 3: ASTMC33 FINE AGGREGATE . • . - '..•• 20 10 ......:; . :- -' . • - -,-. , ,_:,_ I , , - . - S - a .. II ?. - -- - Earth Systems i Southwest 79-81111 Co*untry Club Drive Bermuda Dunes, CA 91203 (760)345.1588 (800) 924-7015 FAX (760) 345-7315 Project: Superior Standard Mix Design #: 5596 Address: San Diego County, Ca. Date: 9/8/2011 General Contractor: Lab Design #: ES 11-063 .-Conc. Sub-Contractor: Job Number: 07517-01 Concrete Supplier: Superior Ready Mix Max. Size Agg.: 1" Agg. Supplier: Superior Ready Mix Design Strength: 3250 osi Cement Supplier: Mitsubishi Slump: 4" Concrete Use: SSPWC 560-C-3250 H20/Cement Ratio: 0.58 Proportions Abs. Abs. Batch Batch Spedflc Vol. Vol. Wàight Weight Material Type Gravity Cu.Ft. Cu. Mtr. - Lbs. Kgs Cement 6.0 Type uN 3.15 2.85 0.106 560 332 Fly Ash type F 2.04 0.00 0.000 0 - 0 Agg.#1. 1112" Agg 2.70 0.00 0.000 0 0 Agg.#2 1"Agg 2.70 8.80 0.326 1483 880 Agg.#3 3/8" Agg 2.70 1.58 0.058 266 158 Agg.#4 Wash Con Sand 2.65 8.16 0.302 1349. 801 Water 39.0 Gals. 192.8 Liters 1.00 521 0.193 325 193 .Admix #1 1.00 0.000 0.000 P.O oz 0.00 liters Admix #2 1.00 0.000 0.000 . 0.0 oz . 0.00 liters Entrapped 1.5%t1,0% 1.00 0.41 0.015 0.0 oz 0.00 liters Totals 27.0 1.0 3983 lbs. 2364 kg Aggregate Gradation (mm) AGG. % 1 112 1" 3/4" 112' 3/8" #4 #8 #16 #30 #50 #100 #200 AGG. % 37.5 mm 25 mm 19 mm 12.5 mm 9.5 mm 4.75 mm 2.36 mm 1.18 mm 600 urn 300 urn 150 urn 75 urn Agg.#1 0 Agg. #2 47 100 98 62 34 24 2 1 Agg. #3 9 100 100 100 100 95 20 1 Aqq.#4 44 100 . 100 100 100 100 98 83 63 39 18 6 2.9 Average Strength = 4960 f'cr = fc+1.34s = 4394 This mix design presented is based upon estimation of material properties and limited feasibility testing under laboratory conditions. It is recommended that trial tests are made prior to and during production to verify the performance of field produced concrete. All Concrete mixes should be reviewed and accepted by the applicable project structural engineer and/or contractor. Respectfully submitted EARTH SYSTEMS SOUTHWEST Mark Houghton C.E.T.#.078507 .Distribution: 2-Superior - 1RC Reviewed by: Kevin L. Paul CE#70084 Cast date Slump Conc Temp 7 Day PSI 28 Day PSI 12/02/2009 4.50 72 2590 5220 12/24/2009 4.50 66 2770 5325 01/07/2010 5.25 71 3290 4660 .01/11/2010 5.00 67 3290 5625 01/13/2010 4.50 68 3510 5170 01/14/2010 4.50 70 2380 4310 01/15/2010 5.00 68 2900 5065 01/27/2010 4.50 66 2440 4595 02/12/2010 .5.00 68 3840 5445 02/17/2010 4.50 71 3960 5765 04/02/2010 4.50 72 0 4070 04/03/2010 4.50 70 0 37.65 10/28/2010 4.00 72 4465 6285 11/12/2010 4.00 74 2820 . 4320 09/14/2011 5.00 82 3610 . 4770 03/13/2012 4.50 69 3160 4730 03/31/2012 5.00 72 4060 5113 03/31/2012 4.50 70 4190 . 5483 04/05/2012 3.00 80 3500 5320 04/24/2012 3.75 74 3690 4545 05/02/2012 .4.00 70 3550 4670 05/09/2012 3.00 78 3000 4565 05/15/2012 3.50 75 3770 4830 05/21/2012 3.75 84 3390 4415 05/22/2012 4.00 82 3000 3995 05/23/2012 4.00 77 2940 4180 05/25/2012 5.00 79 3010 4580 08/03/2012 5.00 83 2810 3825 08/07/2012 3.50 93 2980 3905 . 08/10/2012 4.00 88 3670 4340 4.330 74.0 3306 4762 Average 0.602 6.8 535 . 620 STD 3.00 66 2380 3765 Low 5.25 93 4465 6285 High Number of observations: 30 Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 560-C-3250 Mix Design Report Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 S . 760-745-0556 Mix ID# 5553-- 520-C-2500 [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: PAL GENERAL ENGINEERING Project: P.A.R. & COLLEGE BLVD INTERSECTION IMP, CARLSBAD Compressive Strength: 2500 psi at 28 days Aggregate. size 1" -- 25 mm Air: 'l.O±.l.O% Water/Cement ratio: 0.623 Slump:, 4.00± 1.00 in Source of Concrete: SUPERIOR READY MIX CONCRETE, Construction type: 520-C-2500 Placement: TRUCK PLACE Unit Weight: 148.17 pcf Design Date: 09/17/2012 Constituents : S Quantity Density Volume ASTM-C150 TYPE uN CEMENT • 5 520 lb 3:150 2.65 Water 324 lb 1.000 5.19 ASTM-C33#57 ROCK 1501 lb 2.700 8.91 ASTM-C33 #8 ROCK . . 269 lb 2.700 1.60 ASTM-C33 FINE AGGREGATE 1387 lb 2.650 8.39 .Air S 1.0%. 0.27 SSPD r co f"" 9 o .t3 Sol 01 3.4 ank 01 I'll 0 woeoo~! co klom am dot coes c2 • Ol S _______ t : 4001 27.00 Remarks Reported by Superior Ready Mix L.P. Approval by: Date: 01/10/2013 Date: / I 01/10/2013 1 .5553-- 520-C-2500 [0] 2500 psi r Concrete Mixture Submittal Mix Design Report FUll gradation analysis - Percent passing Sieve •Agg. .1 Agg. 2 Agg. 3 Agg -4- Agg. 5 Paste . Total. Aggr. 1112" . 100.00. 100.0Q. 100.00 100.0 100.0 100.0 i -:100.0 3/4" 62.00 100.00 100.00 100.0 87.5 82.1 0782J 3/8" 24:00 95.00 100.00 . . 100.0 - 74:6 63.8 t DL ]j62[ * #8 __100 _100___8300 100.01 562 ____374 - _J[_ #30 . 39 00 100.0 42.1 17.3'. JL_]EEE #100 600 r 1000 320 30 #200 ________J[ _JL_ #325 950 290 67.4 Pan -. _ii L_JEJt %Agg 4715 845 4440 Agg 1: ASTM-C33 #57OCK . • V • . V • Agg. 2: ASTM-C33 #8.RO.CK' Agg. 3:' ASTM-C33 FJNE AGGREGATE . . V • Pef nté Passina'aiart ____ __Cimmulat*ve 100 90 ......-\ br 4.4 VV 12 I ' . 1* Tofal -'- 60. 50 46 , . i -- a 30 - - -_- 0. Cq: g.,en " V—V P,, ' ..• • : Part*c1eStze 01/10/2013 V 't-. V V V • 20 E Earth Systems - Southwest • '79-81) Il Country Club Drive Bermuda Dunes, CA 92203 (760)345-1588 • (800)924-7015 • FAX (760) 345-7315 Project: Superior Standard Mix Mix Design #: 5553 Address:. San Diego Co., Ca. Date: 6/21/2012 General Contractor: Lab Design #: ES12-053' Conc. Sub-Contractor: Job Number: 07517L01 Concrete Suppler: Superior Ready Mix Mix-.* Size Agg. 1" Agg Supplier Superior Ready Mix Design Strength 2500 Ps, Cement Supplier: Mitsubishi Slump: 4" +1- 1" Concrete Use: 520-C-2500 H20/Cement Ratio: 0.62 Proportions. • Abs. Abs. Batch Batch Specific 'Vol. Vol. Weight , Weight Material. Type Gravity , Cu,Ft. Cu: MO. Lbs. Kgé Cement Type li/V 3.15 2.64 0.098 520 308 Fly Ash type F '2.04 0.00 0.000 0 ' 0 Agg #1 1 1/2" Agg 270 0,00 0,000 0 0 Agg42 1" Agg 2.70 8.91 0.330 1501 891 Agg.#3 3/8" Agg 2.70 1.60 0.0519. 269 160 Agg#4 Wash Con Sand , 2.65 8.39 0.311 '1387 823 Water 38.9 Gale. 192.3 Liters 1.00 5.19 0.192 324 192 Admix #1 ' 1.00 0.000 0.000 ' 0.0 oz ' 0.0 liters Admix #2 1.00 0.000 0.000 ' 0.0 oz ' '0.0 liters Admix #3 ' 1.00 0.000 0.000 , , 0.0 oz 0.0 liters Air . Entrapped 1.0 % +1- 1.0%' ' 0.27 0.010 Totals 27.0 1.00 ______ 4001 lbs. ___5 ___ , __2_37kg Aggregate Gradation (mm) AGG. % 1 1/2' 1" 3/4" 112" 3/8" #4 ' ' #8 #16 #30 950 '#100 #200 AGG. % 37.5 mm 25 mm 19 mm 12.5 mm 9.5 MM 4.75 mm 238 mm 1.18 mm 600 urn 300 urn 150 urn 75 UIT --rig -#1 0 Agg. #2 47 100 98 62 ' 34 24 2 1 Agg. *3 8 100 100 100 100 95 20 1 Agg.#4 44 100 100 100 100 100 98 83 63 39 18 6 2.9 Average Strength = 5293 ACI 318 5.3.2.2 fcr = fo +1000 = 3500 This mix design presented is based upon estimation or Material properties and limited feasibility testing under laboratory conditions. It is recommended that trial tests are made prior to and during production to verily the performance of field produced concrete. All concrete mixes should be reviewed and accepted by the applicable project structural engineer and/or contractor. Respectfully submitted ' ' , • FES EARTH SYSTEMS SOUTHWEST p - • • Reviewed by: e No. GE 2936 No. C 700 Mark Houghton' •, ' , • evin 1. Paul/ \Exp. 09/3om C.E.T. #078507 CE # 70084 \* \,, civr.. Distribution; 2 Superior IF Cast date Slump Conc Temp 7 Day PSI 28 Day PSI 07/ó2/2010 3.75 : 81 . 2730 4215 04/20/2011 4.00 70 2460 3635 07/21/2011 5.00 82 . 3115 .4540 05/09/2012 9.00 0 2470 4463 08/01/2012 5.00 . 89. 2320 3200 . 08/03/2012 4.75 86 2670 3700 08/08/2012 3.75 93 2480 3395 08/08/2012 3.25 92 2550 3500 08/09/2012 4.00 92 2130 . 2705 .08/14/2012 4.00 . 84 2650 . 3520 4.150 85.0 2557 3687 Average 0.580 .7.3 263 .53 STD 3.25 .70 2130' :2705 Low • 5.00 93 3115. 4540 High • • Number of observations: 10 .• - - - • -• ,- - -• • . . - • . ••• ....:. . I • -: .., . -. . ........... • . . S S . • I a Mix Design Report•• Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 760-745-0556 Mix ID# 5553-- 520-C-2500 [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: PAL GENERAL ENGINEERING Project: P.A.R: & COLLEGE BLVD INTERSECTION IMP, CARLSBAD Compressive Strength : 2500 psi at 28 days Aggregate size: 1" -- 25 mm Air: 1.0±1.0% Water/Cement ratio: 0.623. Slump: 4.00 ± 1:00 in Source of Concrete SUPERIOR READY MIX CONCRETE, Construction type: 520-C-2500 Placement: TRUCK PLACE Unit Weight: 148.17 pcf Design Date: 09/17/2012 tl -. 0 Constituents.: Quantity Density Volume ASTM-C150 TYPE IIN CEMENT 520 lb 3.150 2.65 Water • 324 lb 1.000 5.19 ASTM-C33 #57 ROCK • 1501 lb 2.700 .8.91 ASTM-C33 #8 ROCK • 269 lb 2.700 1.60 ASTM-C33 FINE AGGREGATE • . 13871b 2.650 8.39 Air • • • • . 1.0%. 0.27 • Total: 40011 27.00 Remarks: •• • Reported by Superior Ready Mix L.P. • Approval by: Date: 01/10/2013 • Date:; / 01/10/2013 1 Concrete Mixture Submit 01/10/2013 .•, •,... VS • .- • 5553-- 520-C-2500[0] 2500 psi Mix Design Report Full gradation analysis - Percent passing Sieve Agg. 1 Agg. 2. Agg. 3 Agg. 4 Agg. 5 Paste Total Aggr. 1 1/2" 100.00 10000 100.00 . 100.0 100.0. 100.0 ft98.001100.0 9j100.00J _1L. 100.0 F--9-9 -31 3/4" 62.00 100.00 100.00 100.0 87.5 82.1 . 7' .. 734.]00.001fl00.01j .jt . 100-011 3/8" 24.00 95.00 100.00 . . 100.0 .74.6 63.8 4 1[200][9800]I fi 0O0][623]46] #8 1.00 1.00 83.00 . . 100.0 56.2 37.4 [#16 lL...iJL..JEII63.001I . ii j[100.0]49.61[28j # 30 . 39.00 . . 100.0 42.1 • 17.3 J[ j J[18.0[T][J[T100.01[35.6JF 8.01 #100 . . - 6.00 . . 100.0 32.0 . ,3.0 [#00 ., •7[71oo.oE 309J( # 325 .. . . 95.07 29.0 tLiq5id 1L JF It I[JL. 1I[1t Pan - jLj584IrT 2.93II • 11 • II I %Agg • • 47.15 8.45 44.40 . . .. . T6taL Agg 1 ASTM C33 #57 ROCK Agg 2 ASTM C33 #8 ROCK Agg. 3: ASTM-C33 FINE AGGREGATE . .. . - 4. •••', 4l - 1 - - 4 ,. 4 4 4' . I. - 1 . ' , ,, •.4 ,4 4 9.4 . . - . . .;;. .9. . .9 44. •. - . 4 . . - ..'. ,. . . ''. - 4, . . .4 4 4 4 •4g* ,_ ''. ' .:'' - -' 44 .4- 4- . IL . 1 4 . .. -.9 .9. 4; 4' •...., . - . --- 9 4.9*j -4 ••i ..• - 'I o • C -2 : 4 • -- .4 . -4 - .9 44 4,..- .9*.--.' . -4, .'• j'/ p444' - 4* - .4 -- *9' -4- .4* - •,.. .4_n -.9--- .9,- .9 44 - 44 '4 -.- -9 , .9 - 4 1 .9 .9 .9 - 4. .-r - - .9 4 4 - ' 4 4 - 9' -- .4-. . - . .9 .9 !•, .9 .,4 .4- - 4, - - -Y --- .9 '9 .9.9 .4 4 - .9 -. 4 -.- 4_ .9 4- .9 4 .9- 4 .•_4 ._ .9- . .9 9 .9 - - .4 1 1 4 - .9 - . . .9 * .4 , j' - 4' 1 81 Earth Systems • , Southwest 79-811 B Country ClubDrivc Bermuda Duns CA 92203 (760)345-1588 (800)924-7015 FAX (760) 345-7315 Project: Superior Standard Mix Mix Design #: 5553 Address: San Diego Co., Ca. Date: 6/21/2012 General Contractor: Lab Design #: ES 12-053 Conc. Sub-Contractor: Job Number: °. 07517-01 Concrete Suppler: Superioi Ready Mix Max. Size Agg. 1" Agg Supplier Superior Ready Mix Design Strength 2500 psi Cement Supplier: Mitsubishi Slump: 4"+/-1" Concrete Use: 520-C-2500 H20/Cement Ratio: 0.62 Proportions Abs; Abs. Batch Batch Specific Vol. Vol. Weight Weight Material Typo Gravity Cu.Ft. Cu. Mir. . Lbs. Kgs Cement TypeD/V 3.15 2.64 0.098 520 308 Fly Ash type F 2.04 0.00 0.000 0 0 Agg.#1 I 1/2" Agg 2.70 0.00 0.000 0 0 Agg.#2 1" Agg 2.70 8.91 0.330 1501 891 Agg.#3 3/8" Agg 2.70 1.60 0.059 269 160 Agg.#4. Wash Con Sand 2.65 8.39 0.311 1387 823 Water 38.9 Gals. 192.3 Liters 1.00 5.19 0.192 324 192 Admix #1 1.00 0.000 0;000 0.0 óz 0.0 liters Admix #2 1.00 0.000 0.000 0.0 oz. 0.0 liters Admix #3 1.00 . 0.000 0.000 0.0 oz 0.0 liters Air Entrapped 1.0 % +1- 1.0% 0.27 0.010 ____T375_31___ Totals 27.0 1.00 4001 lbs. 25 kg Aggregate Gradation (mm) AGG. % 1 112" 1" 314' 112" 318" #4 98 #16 #30 #50 #100 #200 AGG. % 37.5 mm 25 mm 19 mm 12.5 mm 9.5 mm 4.75 mm 2.36 mm 1.18mm 600 um 300 um 150 um 75 um Agg.#1 0. Agg. #2 47 100 98 62 34 24 2 1 Agg. #3 8 100 100 100 100 95 20 1 Agg.#4 44 100 100 100 100 100 98 83 63 39 18 6 2.9 100 100 99 82 69 64 46 37 28 17 .8 3 1.3 Average Strength . 5293 ACI 318 5.3.2.2 fcr = f'c +`1000 = 3500 • This mix design presented is based upon estimation of material properties and limited feasibility testing under laboratory conditions his recommended that trial tests are made prior to and during production to verify the performance of field produced concrete All concrete mixes should be reviewed and accepted by the applicable project structural engineer and/or contractor, Respectfuflysubmitled 1 Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 520-C-2500 Cast date Slump Conc Temp 7 Day PSI 28 Day PSI 07/02/2010 3.75 81 2730 4215 04/20/2011 4.00 70 2460 3635 07/21/2011 5.00 82 3115 4540 05/09/2012 4.00 0 2470 4463 08/01/2012 5.00 89 2320 3200 08/03/2012 4.75 86 2670 3700 08/08/2012 3.75 93 2480 3395 08/08/2012 3.25 92 2550 3500 08/09/2012 4.00 92 2130 2705 08/14/2012 4.00 84 2650 3520 4.150 85.0 2557 3687 Average 0.580 7.3 263 573 STD 3.25 70 • 2130 2705 Low .5.00 93 311.5 4540 . High Number of observations: 10 10 kowl Type V MPA psi 8.0 1160 Mm. 15.0 2180 Mm. 21.0 3050 Mm. MPA PSI 9.2 1336 20.4 2965 28.5 4129 40.4 5859 standard methods and procedures. All ated above. No other warranty is made ).' [al For information only. [bi Adjusted per IBISHI CEMENT CORPORATION Cushenbury plant 01 Tom Gepford Quality Control Manager S Art' MITSUBISHI CEMENT CORPORATION CERTIFICATE OF. TEST Source: Cushenbury Plant Portland Cement .Type I, 11, 11 (MM) & V Date: 9/11/2012 ASTM designation: C 150 - 09 for Type I, 11, II (MIII) & V low alkali Cement Production Period CALTRANS Specification: Section 90- 2.01 for Type II modified and V. From: 8/1/2012 NIDOT Specification: Section 701 -3.01 for Type 11 and V. To: 8/31/2012 AZDOTSpecifications Subsection 1006-2.01 for Type H and V. 0 Chemical Composition: Silicon Dioxide (SiO2), % Aluminum Oxide (AI203), % Ferric Oxide (Fe2O3), % Calcium Oxide (CaO), % Magnesium Oxide MgO), % Sulfur Trioxide (S03); % Loss on Ignition (LOI), % Insoluble Residue Total Alkali (%Na2O + 0.658 * %K20) TricalciumSilicate (C3S), Ibi % Tricalcium Aluminate (CA), Ibi % CAF +2*C3A [b] C3S + 4.75*C3A [b] CO2,% 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) ASTM C-150 Limits Test Type I Type II Type V Results 20.0 ---- Mm. 21.1 6.0 ---- Max. 3.8 ---- 6.0 ---- Max. 3.8 62.9 6.0 . 6.0 6.0 Max. 2.9 3.0 3.0 2.3 Max. 2.2 3.0 3.0 3.0 Max. . 2.1 0.75 0.75 0.75 Max. 0.25 0.60 0.60 0.60 Max. :0.44 52 8 5 Max.4 25 Max. 19 100 ---- Max. 70 1.6 5.0 5.0 5.0 Max. 3.9 70 70 70 Mm. :94 260/--- 260/430 260/-- Mm/Max 375 97.0 0.80 0.80 0.80 Max. 0.14 .45/375 45/375 45 / 375 Mm. / Max. 167 12 .12 12 Max. 6.8 [a] 359 50 50 50 Min. 85 - 55 Compressive Strength Test: Type I Type II MPA psi MPA psi iDay --- A Pal 110_1740 10.0 1450 7 Day CARLSBAD 19.0 2760 17.V, 28 Day WING REVIEW -- ement as been sampled and tested in accordance with The the Contt1 - -..w VI 1110 Work in M0th4he Coitract Dr' awings and Specifications neither shall such approval release the Contractor from any Ilshility placed upon him by any Mon in the Form of Contract. 0. REJECTED/RESUBMIT . 0. - AMEND AND RESUBMIT 0.. MAKE CORRECflONS NOTED 191, ,.NO EXCEPTIONS TAKEN Du ,t MITSUBISHI. CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type I, II, H MB) & V Date: 9/10/2012 .. ASTM designation C 150 -.09 for Type 1, II, II (Mu) & V low alkali Cement Production Period CALTRANS Specification: Section 90— 2.01 for Type H modified and V. From: 8/1/2012 NDOT Specification: Section 701— 3.01 for Type II and V. . To: 8/31/2012. AZDOTSpecifications Subsection 1006-2.01 for Type 11 and V. . •. Additional Data Limestone Addition %Addition: 3.9 SiO2 (%) 3.0 . A1203 (%) . 0.8 Fe2O3 (%) 0.3 . CaO (%) .. 51.0. . S03 (%) . .0.0 Base Cement Phase Composition C3S 54 . C2S 21 4 CAF 12 We certify that the above described data represent the material used in the cement manufactured during the production period indicated. CORPORATION 0. .MiTSUBISH10E 1 U Cushenbury plant I Tom Quality Control Manager ....................... *1 0 MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type 1, II, II (MI!) & V Date: 4/10/2012 ASTM designation: C 150 - 09 for Type 1, 11, 11 (MI!) &V low alkali Cement Production Period CALTRANS Specification: Section 90— 2.01 for Type II modified and V. From: 3/1/2011 NDOT Specification: Section 701 —3.01 for Type II and V. To: 3/31/2011 AZDOTSpecifications Subsection 1006-2.01 for Type II and V. Additional Data Limestone Addition %Addition: 4.1 SiO2 (%) 4.3 A1203 (%) 0.8 Fe2O3 (%) 0.3 CaO (%) 48.7 S03 (%) 0.1 Base Cement Phase Composition C3S 56 C2S 17 C3A 3 C4AF 12 We certify that the above described-data represents the material used in the cementmanüfactured during the production period indicated. 3 .., MITSUBISHI CEMENT CORPORATION Cushenbury plant Tom Gepford Quality Control Manager . ,.. Product Name: Portland Cement Revision Date: March 2007 Page 1 of'S At MITSUBISHI CEMENT CORPORATION MATERIAL SAFETY DATA SHEET SECTION 1 IDENTIFICATION PRODUCT Product name(s): Portland Cement Trade names and synonyms: Cement, Hydraulic cement, Portland cement silicate Chemical family: Calcium compounds. Calcium silicate compounds and other calcium compounds containing iron and aluminum make up the majority of this product. Major compounds: 3CaO • SiO2 Tricalcium silicate 2CaO • SiO2 Dicalcium silicate 3Ca0 .AI2O3Tricalcium aluminate 4CaO • A1203 • Fe2O3 Tetracalcium aluminofemte CaSO4 • 21-1120 Calcium sulfate dihydrate or Gypsum Product use: Building materials, construction, a basic ingredient of concrete. COMPANY IDENTIFICATION: MANUFACTURER: TELEPHONE NUMBERS: Mitsubishi Cement Corporation Phone: .......(760)248-5184 Cushenbuiy Plant Fax: ......... (760) 248-9002 5808 State Highway 18 Lucerne Valley, CA 92356 Contact Person: David Rib EMERGENCY TELEPHONE NUMBER: Call 911 for local emergency services. I SECTION 2 HAZARDS. IDENTIFICATION EMERGENCY OVERVIEW: Portland cement is a gray or white powder. A single short term exposure to the dry powder is not likely to cause serious harm.Da ngor! Overexposure to wet Portland cement can cause serious, potentially irreversible skin or eye damage in the form of chemical (caustic) bums, Including third degree bums. The same serious Injury can occur If wet or moist skin has prolonged exposure to dry Portland cement. OSHA HAZARD COMMUNICATION STANDARD: This material is considered hazardou slnderth OSHA Hazard Communi aiom Standard (Title 8 CCR 57 CTS: CrTv POTENTIAL HEALTH E SHOPDRAWING REVIEWany drawing of PrImary Route(s) of Ex Qy.rWntan ithalation drawing (orof plant or equipment) shall not In any way be deemed to release the Eye Contact: Exposure to by larger amounts of dry p moderate eye irritation to c Section 4) and medical aflt Skin Contact Contact with degree), and dermatitis. Ov chemical burns, including it exposed to dry Portland cci can caui tkjBMcdtation, severe chemical bums (thir ire to qgçjcin damage in the form of e bums rX can occur if wet or moist skin is 0 S aid thë€ff rt damage to the eye. 0. REJECTED/RESUBMIT .,, .A,tL MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST 'Source: Cushenbury Plant Portland Cement - Type I, II, 1! (MB) & V Date: 9/11/2012 ASTM designation: C 150 - 09 for Type I, II, II (MB) & V low alkali Cement Production Period CALTRANS Specification: Section 90- 2.01. for Type 11 modified and V. From: 8/1/2012 NDOT Specification: Section 701 -3.01 for Type II and V. . To: 8/31/2012 AZDOT Specifications Subsection 1006-2.01 for Type II and V. Chemical Composition: . ASTM C-iSO Limits Test Type I Type II Type V Results Silicon Dioxide (SiO2), % 20.0 Min. 21.1 Aluminum Oxide (A1203), % . . ---- 6.0 ---- Max 3.8 Ferric Oxide (Fe2O3), % . ---- 6.0 ---- Max. 3.8 Calcium Oxide (CaO), % . ---- ---- 62.9 Magnesium Oxide (MgO), % 6.0 6.0 . 6.0 Max. 2.9 Sulfur Trioxide (S03), % 3.0 3.0 2.3 Max. 2.2 Loss on Ignition (LO!), % . 3.0 3.0 3.0. Max. 2.1 Insoluble Residue . 0.75 0.75 0.75 . Max. 0.25 Total Alkali (%Na20 + 0.658 * %K20) 0.60 0.60 0.60 Max. 0.44 Tricalcium Silicate (C3S), [b] % ---- . ---- ---- 52 Tricalcium Alumunate (C3A), [b] % . . --- 8 5 Max. 4 C4AF + 2*C3A [b] . ---- ---- 25 Max. 19 C3S + 4.75*C3A [b] . ---- 100 . ---- Max. 70 CO2,% . . ---- ---- ---- . . 1.6 Limestone, % . 5.0 5.0. 5.0 Max. 3.9 CaCO3 Limestone Purity, % . 70 70 70 . Mm. 94 - PITVSI(AIPISITITS! Blame Fineness (m2/kg) 260/ 260 / 430 260 / --- Min / Max 375 325 Mesh (% Passing) ---- ---- S . 97.0 Autoclave Expansion (%) . 0.80 0.80 .0.80 Max. . 0.14 Time of Set Initial Vicat (minutes) 45 / 375 45 / 375 45 / 375 Min. / Max. 167 Air Entrainment (% Volume) . 12 12 12 Max. 6.8 Heat of Hydration at 7 Days (kJ/kg) ---- ---- [a] 359 False Set, % . . 50 50 50 Min.. 85 Color,(L value) . . . . .. 55 Compressive Strength Test: Type I Type II Type V . MPA PSI MPA psi. MPA psi MPA psi iDay . ---- ---- ---- ---- ---- ----. 9.2 1336 3Day 12.0 1740 10.0 1450 8.0 1160 Mm. 20.4 2965 7Day . . 19.0 2760 17.0 2470 15.0 2180 Mm. 28.5 4129 28 Day July 2012 . ---- . ------------ 21.0 3050 Min. 40.4 5859 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. [al For information only. Ibi Adjusted per ASTM C15OAI.6 . - MITSUBISHI CEMENT CORPORATION Cushenbury plant Tom Gepford - - - Quality Control Manager - • . MITSUBIS 0 HI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type I, II, II (MH) & V Date: 9/10/2012 ASTM designation: C 150 - 09 for Type I, II, H (Mu) & V low alkali Cement Production Period CALTRANS Specification: Section 90 - 2.01 for Type II modified and V. From: 8/1/2012 NDOT Specification: Section 701 —3.01 for Type II and V. •. . To: 8/31/2012 AZDOTSpecifications Subsection 1006-2.01 for Type 11 and V. Additional Data Limestone Addition % Addition: 3.9 SiO2 (%) 3.0 A1203 (%) 0.8 . . Fe2O3 (%) 0.3 CaO (%) 51.0 S03 (%) . 0.0. a.. Base Cement Phase Composition C3S 54 C2S 21 C3A . 4. C4AF .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 plant Tom Gepford • . . . . • Quality Control Manager S . . • . . . .. o MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type 1, 11, 11 (MIII) & V Date: 4/10/2012 ASTM designation: C 150 - 09 for Type I, II, II (MH) & V low alkali Cement Production Period CALTRANS Specification: Section 90 L2.01 for Type II modified and V. From: 3/1/2011 NDOT Specification: Section 701 —3.01 for Type II and V. To: 3/31/2011 AZDOTSpecifications Subsection 1006-2.01 for Type II and V. Additional-Data Limestone Addition . % Addition: 4.1 SiO2 (%) 4.3. . . . A1203 (%) 0.8 Fe2O3 (%) 0.3 CaO (0/6) . 48.7 . S03 (%) 0.1 . Base Cement Phase Composition . C3S 56 C2S .. 17 C3A 3. C4AF 12 We certify that the above described data represents the material used in the cement manufactured during the production period indicated. 0 0 0 MITSUBISHI CEMENT CORPORATION 0 0 Cushenbury plant Tom Gepford Quality Control Manager BE 9 0 Product Name: Portland Cement Revision Date: March 2007 Page2of8 Ak MITSUBISHI CEMENT CORPORATION to the skin, causing chemical burns. Portland cement causes skin burns with little warning; discomfort or pain cannot be relied upon to alert a person to a serious injury. You may not feel pain or the severity of the burn until hours after the exposure. Portland cement can cause dermatitis by irritation and allergy. Irritant dermatitis is caused by fine particles of cement that abrade the skin mechanically and cause irritation resulting In dermatitis. Portland cement may contain trace amounts of hexavalent chromium. Hexavalent chromium Is associated with allergic skin reactions which may appear as contact dermatitis and skin ulcerations. Persons already sensitized may react to their first-exposure to cement. Other individuals may develop allergic dermatitis after repeated exposure to cement. The symptoms of allergic reactions may include reddening of the skin, rash, and irritation. Symptoms of chronic exposure to wet cement may include reddening, irritation, and eczematous rashes. Drying, thickening, and cracking of the skin and nails may also occur. Inhalation: Dusts may irritate the nose, throat, and respiratory tract. Coughing, sneezing, and shortness of breath may occur following exposures in excess of appropriate exposure limits. Prolonged and repeated inhalation of respirable crystalline silica-containing dust in excess of appropriate exposure limits has caused silicosis, fibrosis or scar tissue formations in the lungs. inciestlon: Although small quantities of dust are not known to be harmful, ingestion of large quantities may cause severe irritation and chemical bums of the mouth, throat, stomach and digestive tract. Do not ingest Portland cement. Carcinogenicity: Portland cement is not listed as a carcinogen by NTP, OSHA, or IARC. However, it may contain trace amounts of substances listed as a carcinogen by NTP, OSHA and IARC: crystalline silica, chromium VI compounds, nickel compounds, lead compounds. Warning: Crystalline silica, chromium (hexavalent), nickel compounds and lead compounds are known to the State of California to 1101 cause cancer. (Title 8 CCR 5194 (b)(6)(8)-(C).) Reproductive Toxicity: Portland cement may contain trace amounts of nickel and lead compounds. Warning: Nickel and lead compounds or substances are known to the State of California to cause birth defects or other reproductive harm. (Title 8 CCR 5194 (b)(6)(13)-(C).) MEDICAL CONDITIONS WHICH MAY BE AGGRAVATED BY EXPOSURE Contact with wet cement may aggravate existing skin conditions. Inhaling dust may aggravate existing respiratory.and lung diseases. Dust may aggravate existing skin and eye conditions. Sensitivity to hexavalent chromium can be aggravated by exposure. I SECTION 3 COMPOSITIONS I INFORMATION ON INGREDIENTS I Hazardous Substance(s): Name CAS # Percent (by welaht) Portland Cement 65997-15-1* 100% Portland cement is a statutory mixture which contains calcium silicate compounds and other calcium compounds containing iron and aluminum that make up'themajority of the product. Hazardous Constituents Contained In Portland Cement: Name CAS# • _______ Gypum; calcium sulfate 13397-24-5; 7778-18-9 Crystalline silica (quart) 14808-60-7 Limestone; calcium carbonate i;31•7-65-3;471-34-1 Calcium oxide 1305-78-8 : Magnesium oxide 1309-48-4 - -'-.-: •.-. 'Percent (by weighfl 1-4% 0-0.3% 0-20% 0-1.5% 2-4% Product Name: Portland Cement Revision Date: March 2007 Page 3 of 8 JililAw MITSUBISHI CEMENT CORPORATION I SECTION 4 FIRST AID MEASURES I SKIN CONTACT Heavy exposure to Portland cement dust, wet concrete or associated water requires prompt attention. Quickly remove contaminated clothing, shoes, and !eather goods (e.g. watchbands, belts). Quickly and gently blot or brush away excess Portland cement. Immediately wash thoroughly with lukewarm, gently flowing water and nonabrasive soap. Seek medical attention for rashes, bums, irritation, dermatitis and prolonged unprotected exposures to wet cement cement mixtures or liquids from wet cement Burns should be treated as caustic burns. Portland cement causes skin bums with little warning; discomfort or pain cannot be relied upon to aleli a person to a serious injury. You may not feel pain or the severity of the bum until hours after the exposure: EVE CONTACT Quickly and gently blot or brust'i Portland cement off the face. Immediately flush the contaminated eye(s). with lukewarm, gently flowing water for 15-20 minutes, while holding the eyetd(s) open. Take care not to rinse contaminated water into the unaffected eye or onto the face Immediately obtain medical attention INHALATION' Remove source of contamination or move victim to fresh air. If breathing is difficult trained personnel should administer emergency oxygen. DO NOT allow victim to move about unnecessarily. Seek medical help if coughing and other symptoms persist. Inhalation of large amounts of Portland cement requires immediate medical attention. INGESTION. '. NEVER give anything by mouth if victim is rapidly losing consciousness,- or is unconscious Or convulsing. Have victim rinse mouth thoroughly with water, DO NOT INDUCE VOMITING. Have victim drink 60 to 240 mL (2. to 8 oz.) of water. Immediately obtain medical attention. . . SECTION 5 . FIRE-FIGHTING MEASURES I EXTINGUISHING MEDIA Use extinguishing media appropriate for surrounding fire. PROTECTIVE EQUIPMENT AND PRECAUTIONS FOR FIREFIGHTERS Although Portland cement poses no fire-related hazards,' a self-contained breathing apparatus is. recommended to limit exposure to combustion products when fighting any tire. SPECIFIC HAZARDS ARISING FROM THE MATERIAL Avoid breathing dust. Wet cement is caustic. Hazardous combustion products: none known SECTION 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear appropriate personal protective equipment as described in Section 8. Avoid inhalation of dust and contact with skin. METHODS FOR CLEAN-UP Carefully shovel dry spilled material and place in suitable contèiner. Avoid generating dust and actions that cause dust to become airborne. Scrape up wet material and place in an appropriate container. Allow the material to dry or solidify before disposal. ENVIRONMENTAL PRECAUTIONS Do not attempt to wash Portland cement down drains. Prevent spilled materials from inadvertently entering, streams, drains, or sewers. Large spills to waterways may be hazardous due to alkalinity of the product. 0 fl 0~ Product Name: Portland Cement Revision Date: March 2007 Page 4 of 8 Aw MITSUBISHI CEMENT CORPORATION SECTION 7 HANDLING AND STORAGE . HANDUNG Persons using Portland cement should be familiar with its properties and hazards. A key to using the product safely requires the user to recognize that Portland cement reacts chemically with water to produce calcium hydroxide that can cause severe chemical bums. Avoid actions that generate dust and cause dust to become airborne. Avoid prolonged exposure to dust. Every attemptshould be madeto avoid skin and eye contact with cement. Do not get Portland cement inside boots, shoes, or gloves. DO not allow wet, saturated clothing to remain against the skin. Promptly remove clothing and shoes that are dusty or wet with cement fluids and launder/clean before reuse. Wash thoroughly after exposure to dust or wet cement mixtures. Do not enter a confined space that stores or contains Portland cement unless appropriate procedures and protection are available. Portland cement can build up or adhere to walls of a confined space and release or fall suddenly. Likewise, do not walk on top of Portland cement stored in vessels bins and silos due to risk of engulfment STORAGE Keep Portland cement dry until used. SPECIFIC USES Drying Portland cement is hygroscopic-it absorbs water. Portland cement needs water to harden. It will draw water away from any material it contacts-including skin. Respirable crystalline silica- containing dust may be generated by Portland cement and when hardened product is subjected to mechanical forces, such as sanding, crushing, grinding, or cutting. I SECTION 8 EXPOSURE CONTROLS / PERSONAL PROTECTION - I EXPOSURE GUIDELINES Exposure limits: Name OSHA PEL mg/ms ACGIH TLV mg/m3 MSHA mg/111113 Portland Cement - 10 (E) Total dust 15 10 (if contains <1 %quartz) Respirable 5 Silicates (< 1% crystalline silica)a Crystalline silica (quartz) Total dust 30/. (%S102+2) 30/ (%quartz+3) Respfrableb 10/ (%Si02+2) 0.025 (R) 10/ (%quartz+2) Gypsum; calcium sulfate Total dust . 15 10 (E) (I) 10 (if contains 0%quartz) Respirable 5 Limestone; calcium carbonate 15 10 (E) Total dust 5 . 10 (if contains <10/aquarlz) Respirable Calcium oxide • 5 2 5 Magnesium oxide 10 (l) Chromium VI compounds 0.005 Water soluble • 0.5 0.5 Insoluble • 0.1 .I Nickel compounds Soluble 1 0.1. (I) Insoluble 1 0.2(1) • I Inorganic lead compounds, as Pb 0.05 • 0.05 0.15 'Also an antiquated OSHA PEL of 50 mppcf; Also an antiquated OSHA Pa of 2501(%SiO2 +5) mppcf; (E)= For particulate matter containing no asbestos and < 1% crystalline silica; (R) = Respirable fraction; (I) = Inhalable fraction. Product Name: Portland Cement •" Revision Date: MarGh 2007 ' S Page 5 of 8 ' :'Ak * MIUB!SHJ CEMENT CORRAON ENGINEERING CONTROLS * Avoid creating dust and actions that cause dust to become airborne. Use general or local exhaust ventilation as required to maintain exposures below'appropriate.exposureiimits. Use product In well ventilated areas. If ventilation is not adequate,, see the respiratory protection recommended below., PERSONAL PROTECTION Respiratory Protection: Ordinarily, ,a respirator should notbe required when handling wet cement. Use NIOSH approved'respirators, when an exposure limit is likely to beexceeded, inpoorly ventilated areas, or when djst causes discomfort or.irritation. Respirator use must comply, with applicable MSHA or. OSHA standards, which, include,, provisions for a user training program; respirator repair and cleaning, respirator. fit testing, and otherrequirements. . ... . ' . .. ',•.. .*' .,'• ............5. . S... Hand Protection: Use impervious waterproof, 'abrasIon- and alkali-resistant gloves. Do not rely on barrier creams in place of imperviOus gloves. Do not get Portland cement inside gloves. , Eye Protection: To prevent eye contact wear safety glasses with side shields, safety goggles or face shields when handling dust or wet ceñent Dust goggles should be.wom in extremely dusty conditions. y Wearing contact lenses when working with cement is not, recommended. . . Skin and Body. Protection: Use impervious, wOterproof, abrasion- and alkali:resistant boots and protective long-.sleeved and long legged clothing to protect the skin from contact with wet Portland' cement. Where required to reduce foot end ankle.exposuiè, wear imperviousbodts'that are high enough to prevent Portland cement from getting insidethem. Do not get Portland cement inside boots, shoes, or gloves. Remove clothing and protective equipment that becomes saturated with cement and immediately wash exposed areas. Gineral Hygiene Considerations: Clean water should always be readily available for skin and (emergency) eye washing. Periodically wash areas contacted by Portland cement with a pH neutral soap and clean, uncontaminated water. Wash again at the end of the work. If irritation occurs, immediately wash the affected area and seek treatment. If clothing becomes saturated with Portland cement, it should' be removed and replaced with clean dry clothing. Begin each day by wearing clean clothing and conclude the day with a bath or shower. . SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES' Typical physical and chemical properties are given below.' Physical state: solid Appearance: gray or white powder Odor: odorless Odor threshold: not determined Specific Gravity: 2.3- 3.1 Flammability: not flammable Flash point °C (°F) [method]: not combustible . ' .. . Flammable limits (approx. Volume % In air) - LEL: not applicable UEL: .not applicable * Autoignition temperature DC (°F): not applicable Bolling.poinUrange °C (°F):> 1000°C (1832°F) Melting point: 1000°C (1832°F) Decomposition temperature: not determined Vapor density @ 101 kPa (air =1): not applicable S ' Vapor pressure @ 20°C, kPa (mm Hg): not applicable Evaporation rate (n-butyl'acetate =1): not applicable S ' pH: 12-13 Log Pow (n..Octanol!water partition coefficient): not applicable S Solubility in water: slightly soluble (0.1-1.0%) F- S (22Y Product Name: Portland Cement Revision Date: March 2007 S - Page 6 of 8 1I*IL MITSUBISHI CEMENT CORPORATION. [SECTION 10 STABILITY AND REACTIVITY I STABILITY: Stable. Keep dry until used. Reacts slowly with water forming hardened hydrated, compounds, releasing heat and producing a strong alkaline solution. INCOMPATIBILITIES: Portland cement is highly alkaline and will react with acids to produce a violent, heat-generating reaction. Toxic gases or vapors may be given off depending on the acid involved. Reacts with acids aluminum metals and ammonium salts Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Limestone ignites on contact with fluorine and is incompatible with acids, alum, ammonium salts.4 and magnesium. Silica reacts violently with powerful oxidizing agents such as fluorine; boron trifluoride, chlorine trifluoride, manganese.. trifluoride, and oxygen difluönde yielding possible fire and/or explosions. Silicates dissolve readily in hydrofluoric acid producing a corrosive gas - silicon tetrafluoride HAZARDOUS DECOMPOSITION PRODUCTS: None known. HAZARDOUS POLYMERIZATION: Not known to polymerize S SECTION 11 . TOXICOLOGICAL INFORMATION . ACUTE TOXICITY Portland cement LDso/ LCso= not available CARCINOGENICITY . . General Product Information The Occupational Safety and Health Administration (OSHA), the National Toxicology Program (NIP) and . the International Agency for Research on Cancer (IARC) have not listed Portland cement as a carcinogen. . Comonènt Carcinogenicity Crystalline silica (14808-60-7) . . NIP: Known Human Carcinogen . . IARC: Monograph 68, 1997; (inhaled in the fOrm of quartz or cnstobalite from occupational sources) (Group 1 (carcinogenic to humans)) CHRONIC TOXICITY . . . Crystalline silica is considered a hazard by inhalation. IARC has classified crystalline silica as a Group 1 substance, carcinogenic to humans. This classification is based on the findings of laboratOry animal studies (inhalation and implantation) and epidemiology studies that were considered sufficient for carcinogenicity. Excessive exposure to crystalline silica can cause silicosis, a non-cancerous lung disease. SECTION 12 . ECOLOGICAL INFORMATION ECOTOXICITY: Portland cement hardens with water or moisture and is not expected to present unusual ecotoxicity risks. See Sections 9 and 10 for relevant physical and chemical properties. I SECTION 13 DISPOSAL CONSIDERATIONS DISPOSAL RECOMMENDATIONS: . Disposeof waste materials only in accordance.with applicable federal, state, and local laws and regulations. REGULATORY DISPOSAL INFORMATION: If Portland cement as supplied becomes a waste, it does not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery• Act (RCRA) 42 U.S.C. §6903 and 40 CFR 261. 5 . (a) Product Name: Portland Cement Revision Date: March 2007 . . . Page 7 of 8 4III*IIL MITSUBISHI CEMENT CORPORATION FSECTION 14 TRANSPORT.INFORMAT1ON LAND (DOT): Not regulated for land transport .• -. ;," .. -' LAND (Transport Canada'! TOG): Not regulated for land transport '14 SEA'QMO I International Maritime Organization): Not regulated for sea transport according to IMO- regulations - AIR (IATAI IntérnatloflalAir, Transport Association): Not regulated for airtransport . SECTION 15 REGULATORY INFORMATION USA REGULATIONS: ' TOXIC SUBSTANCES CONTROL ACT(TSCA) ' : :• Portland cements are considered to be statutory mixtUres under TSCA. Cement, Portland, Chemicals' 165997-15-11 is Included on the TSCA Inventory,,, CERCLA This product is not listed as a CERCLA hazardous substance SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT (SARA) TITLE Ill Information:. SARA (3021304) EXTREMELY HAZARDOUS SUBSTANCES (40 CFR 366):. This product contains no "Extremely Hazardous Substances".' SARA (3111312) REPORTABLE HAZARD CATEGORIES (40 CFR 370.2.370.21): Immediate Hazard: Yes. Delayed Hazard: Yes Fire Hazard: No i N. Reactive Hazard: No ' Pressure Hazard: No ' SARA (313) TOXIC RELEASE INVENTORY (40 CFR 372.66): This product does not contain any constituents listed under SARA (Title Ill) Section 313 in amounts requiring supplier notification under 40 CFR Part 372 Subpart C.. FEDERAL HAZARDOUS SUBSTANCES ACT (FHSA): Portland cement is a hazardous substance" subject to regulations promulgated under the FHSA. .. • '. CALIFORNIA PROPOSITION 65: • , This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. (See Section 2.) CANADA REGULATIONS: CANADIAN DOMESTIC SUBSTANCES LIST (DSL): Cement, Portland, Chemicals [65997-15-1] is included on the DSL '. WHMIS Portland cement is considered to be a hazardous material irnder the Hazardous Products Act as defined by the Controlled Products Regulations (Class E - Corrosive Material) and is therefore subject to the labeling and MSDS requirements of,the Workplace Hazardous Materials Information System (WHMIS).' Due to the presence of crystalline silica, Portland cement is also listed as Class D2A- Very Toxic Material. This product has been cfasified in accordance with the hazard criteria of the Controlled Products. Regulations (CPR) and the'MSDS contains all the information required by the Controlled Products Regulations (CPR). . " .. 6 Product Name Portland Cement Revision Date: March 2007 Page 8 of S 41*11 MITSUBISHI CEMENT CORPORATION SECTION 16 OTHER INFORMATION REVISION DATE: Maràh 2007 REVISION INDICATOR: This version of the MSDS contains revisions in Sections: All sections ABBREVIATIONS: . L ACGIH = American Conference of Governmental. Industrial Hygienists CAS = Chemical Abstract Service . CERCLA = Comprehensive Environmental Response, Compensation and LiabilityAct .CCR = California Code of Regulations CFR = Code of Federal Regulations DOT = USA Department of Transportation IARC = Intematidnal Agency for Research on Cancer MSHA = Mine Safety and Health Administration NIOSH = National Institute for Occupational Safety and Health NIP = National Toxicology Program . OSHA = Occupational Health and Safety Administration PEL = Permissible Exposure Limit RCRA = Resource Conservation and Recovery Act SARA = Superfund Amendments and Reauthorization Act . -. . TLV = Threshold Limit Value . . . TRI = Toxic Release Inventory . TWA = Time Weighted Average. . . U.S.C. - United States Code . WHMIS = Workplace Hazardous Materials Identification System . • DISCLAIMER: . . . While the information provided in this material safety data sheet is believed toprovide a useful summary of the hazards of Portland cement as it is commonly used, the sheet cannot anticipate and provide the all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. . In particular, the data furnished in this sheet do not address hazards that may, be posed by other materials mixed with Portland cement to produce Portland cement products: Users should review other relevant material safety data sheets before working with this Portland cement or working on Portland cement products, for example, Portland cement concrete. SELLER MAKES NO WARRANTY, EXPRESS OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY MITSUBISHI CEMENT CORPORATION except that the product shall conform to contracted specifications. The information provided herein was believed by MITSUBISHI CEMENT CORPORATION to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information to comply with all laws and procedures applicable to the safe handling and use of product and to determine the suitability of the product for its intended use. Buyer's exclusive remedy shall be for damages and no claim of any kind, whether as to product delivered or for non-delivery of product, and whether based On contract, breach of warranty, negligence, or otherwise shall be greater in amount than the purchase price of the quantity of product in respect of which damages are claimed. In no event shall Seller be liable for incidental or consequential damages, whether Buyer's claim is based on contract, breach of warrnty, negligence or otherwise. Gradation, pcicentpassiig (ASTM C136 and CII?) Test Results ASTM C33 Standard 3/8 (95 mm) 100 100 #4(4.75.mm) 100 95-100 #8 (2-36--mm) 89 80-100 #16(118mm) 58 50-85 #30 (600pm) ' ' 34. 25 -60 #50 @00-pm' 17 5, -30 #100 (1 50 .&m) - 7 0-10 #200 (75-pm) , .' ' 3 - S Max. Fineness Modulus 2..95 2.3-3.1- Gravity& Absoiption (ASTM C128) Bull Specific Gravity (Dry) 2.590 BulkSpecific Gravity (SSD) .. 2.626 - Absospuon, % 1-4- Soundness by Sodium Sulfa t-, % loss (ASTM C88) Total %Loss by Weight . , 2.4 , 10 max. 'Sand Equivalent (4STM D2419) Firie(.#4) • 86 , ,• - Clay Lumps & Fisabie Partides, % 44STM,Cl42) 'Total % by Weight - 1.3 ' ' (I) IN: 5.0, (2) 2N: 10.0 max.- Lightweight Pieces, %Lighter than 20 using, Zinc ' Cb!oride (ASTM C123) , ' , 0.1 ' Specific we, Product Name: Portland Cement Revision Date: March 2007 Pagel of8 AiAw MITSUBISHI CEMENT CORPORATION MATERIAL SAFETY DATA SHEET SECTION 1 IDENTIFICATION I PRODUCT Product name(s): Portland Cement S Trade names and synonyms: Cement, Hydraulic cement. Portland cement silicate Chemical family: Calcium compounds. Calcium silicate compounds and other calcium compounds containing iron and aluminum make up the majority of this product. Major compounds: 3CaO • SiO2 Tricalcium silicate 2CaO SiQ 2 Dicalcium silicate 3CaO•AI203Tricalcium aluminate 4CaO • A1203 • Fe2O3 Tetracalcium aluminofemte CaSO4 • 21-120 Calcium sulfate dihydrate or Gypsum Product use: Building materials, construction, a basic ingredient of concrete. COMPANY IDENTIFICATION: MANUFACTURER: TELEPHONE NUMBERS: Mitsubishi cement Corporation Phone: ....... (760) 248-5184 Cushenbury Plant Fax: ........ ..(760) 248-9002 5808 State Highway 18 Lucerne Valley, CA 92356 Contact Person: David Rib EMERGENCY TELEPHONE NUMBER: Call 911 for local emergency services. SECTION 2 HAZARDS IDENTIFICATION I EMERGENCY OVERVIEW: Portland cement is a gray or white powder. A single short term exposure to the dry powder is not likely to cause serious harm.Da nger! Overexposure to wet Portland cement can cause serious, potentially Irreversible skin or eye damage In the form of chemical (caustic) bums, Including third degree burns. The same serious Injury can occur if wet or moist skin has prolonged exposure to dry Portland cement. OSHA HAZARD COMMUNICATION STANDARD: This material is considered hazardous under the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the California Hazard Communication Standard (Title 8.CCR 5194). POTENTIAL HEALTH EFFECTS: Primary Route(s) of Exposure: skin contact, eye contact, and inhalation Eye Contact: Exposure to dust may, cause immediate or delayed irritation or inflammation. Eye contact by larger amounts of dry powder or splashes of wet Portland cement may cause effects ranging from, moderate eye irritation to chemical burns and blindness. Such exposures require immediate first aid (see Section 4) and medical attention to prevent significant damage to the eye. Skin Contact Contact with cement can cause drying of the skin, irritation, severe chemical burns (third- degree), and dermatitis. Overexposure to wet cement can cause severe skin damage in the form of chemical burns, including third degree bums. The same severe injury can occur if wet or moist skin is exposed to dry Portland cement. Clothing wet with moisture from cement can transmit the caustic effects .. Product Name: Portland Cement Revision Date: March 2007 Page 2 of 8 . MITSUBISHI CEMENT CORPORATION to the skin, causing chemical burns. Portland cement causes skin bums with little warning; discomfort or pain cannot be relied upon to alert a person to a serious injury. You may not feel pain or the severity of the burn until hours after the exposure. Portland cement can cause dermatitis by irritation and allergy. Irritant dermatitis is caused by fine particles of cement that abrade the skin mechanically and cause irritation resulting in dermatitis. Portland cement may contain trace amounts of hexavalent chromium. Hexavalent. chromium Is associated with allergic skin reactions which may appear as contact dermatitis and skin ulcerations. Persons already sensitized may react to their first exposure to cement. Other individuals may develop allergic dermatitis after repeated exposure to cement. The symptoms of allergic reactions may include reddening of the skin, rash, and irritation. Symptoms of chronic exposure to wet cement may include reddening, irritation, and eczematous rashes. Drying, thickening, and cracking of the skin and nails may also occur. Inhalation: Dusts may irritate the nose, throat, and respiratory tract. Coughing, sneezing, and shortness of breath may occur following exposures in excess of appropriate exposure limits. Prolonged and repeated inhalation of respiràble crystalline silica-containing dust in excess of appropriate exposure limits has caused silicosis, fibrosis or scar tissue formations in the lungs. Ingestion: Although small quantities of dust are not known to be harmful, ingestion of large quantities may cause severe irritation and chemical burns of the mouth, throat, stomach and digestive tract. Do not ingest Portland cement. Carcinogenicity: Portland cement is not listed, as a carcinogen by NTP, OSHA, or IARC. However, it may contain trace amounts of substances listed as a carcinogen by NTP, OSHA and IARC: crystalline silica, chromium Vi compounds, nickel compounds, lead compounds. Warning: Crystalline silica, chromium (hexavalent), nickel compounds and lead compounds are known to the State of California to cause cancer. (Title 8 CCR 5194 (b)(6)(8)-(C).) Reproductive Toxicity: Portland cement may contain trace amounts of nickel and lead compounds. Warning: Nickel and lead compounds or substances are known to the State of California to cause birth defects or other reproductive harm. (Title 8 CCR 5194 (b)(6)(8)-(C).) MEDICAL CONDITIONS WHICH MAY BE AGGRAVATED BY EXPOSURE Contact with wet cement may aggravate existing skin conditions. Inhaling dust may aggravate existing respiratory and lung diseases. Dust may aggravate existing skin and eye conditions. Sensitivity to hexavalent chromium can be aggravated by exposure. I SECTION 3 COMPOSITiONS! INFORMATION ON INGREDIENTS ' I Hazardous Substance(s): Name ' CAS # Percent (by wekiht) Portland Cement 65997-15-1: 100% *Portland cement is a statutory mixture which contains calcium silicate compounds and other calcium compounds containing iron and aluminum that make up the majority of the product. 0 Hazardous Constituents Contained In Portland Cement: Name ' ' CAS# Gypsum; calcium sulfate 13397-24-5; 7778-18-9 Crystalline silica (quartz) 14808-60-7 Limestone; calcium carbonate 1317-65-3; 471-34-1 Calcium oxide 1305-78-8 Magnesium oxide 1309-48-4 Percent Ibv welahfl 1-41% 0-0.3% 0-20% 0-1.5% 2-4% Product Name: Portland Cement Revision Date: March 2007 Page 3 of 8 Art MITSUBISHI CEMENT CORPORATION SECTION 4 FIRST AID MEASURES SKIN CONTACT Heavy exposure to Portland cement dust, wet concrete or associated water requires prompt attention. Quickly remove contaminated clothing, shoes, and leather goods (e.g. watchbands, belts). Quickly and gently blot or brush away excess Portland cement. Immediately wash thoroughly with lukewarm, gently flowing water and nonabrasive soap. Seek medical attention for rashes, bums, irritation, dermatitis and prolonged unprotected exposures to wet cement, cement mixtures or liquids from wet cement. Burns should be treated as caustic burns. Portland cement causes skin burns with little warning: discomfort or pain cannot be relied upon to alert a person to a serious injury. You may not feel pain or the severity of the bum until hours after the exposure. EYE CONTACT Quickly and gently blot or brush Portland cement off the face. Immediately flush the contaminated eye(s) with lukewarm, gently flowing water for 15-20 minutes, while holding the eyelid(s) open. Take care not to rinse contaminated water'into the unaffected eye or onto the face. Immediately obtain medical attention. INHALATION Remove source of contamination or move victim to fresh air. If breathing is difficult, trained personnel should administer emergency oxygen. DO NOT allow victim to move about unnecessarily. Seek medical help if coughing and other symptoms persist. Inhalation of large amounts of Portland cement requires immediate medical attention. INGESTION NEVER give anything by mouth if victim is rapidly losing consciousness, or is unconscious or convulsing. Have victim rinse mouth thoroughly with water, DO NOT INDUCE VOMITING. Have victim drink 60 to 240 ml (2 to 8 oz.) of water. Immediately obtain medical attention. I SECTION 5 FIRE-FIGHTING MEASURES EXTINGUISHING MEDIA Use extinguishing media appropriate for surrounding fire. PROTECTIVE EQUIPMENT AND PRECAUTIONS FOR FIREFIGHTERS Although Portland cement poses no fire-related hazards, a self-contained breathing apparatus is recommended to limit exposure to combustion products when fighting any fire. SPECIFIC HAZARDS ARISING FROM THE MATERIAL Avoid breathing dust. Wet cement is caustic. Hazardous combustion products: none known SECTION 6 ACCIDENTAL RELEASE MEASURES PERSONAL PRECAUTIONS Wear appropriate personal protective equipment as described in Section 8. Avoid inhalation of dust and contact with skin. METHODS FOR CLEAN-UP Carefully shovel dry spilled material and place in suitable container. Avoid generating dust and actions that cause dust to become airborne. Scrape up wet material and place in an appropriate container. Allow the material to dry or solidify before disposal. ENVIRONMENTAL PRECAUTIONS Do not attempt to wash Portland cement down drains. Prevent spilled materials from inadvertently entering streams, drains, or sewers. Large spills to waterways may be hazardous due to alkalinity of the product. 40 Product Name: Portland Cement . . 0 Revision Date: March 2007 Page 4 of 8 JW MITSUBISHI CEMENT CORPORATION I SECTION 1 HANDLING AND STORAGE HANDUNG Persons using Portland cement should be familiar with its properties and hazards. A key to using the product safely requires the user to recognize that Portland cement reacts chemically with water to produce calcium hydroxide that can cause severe chemical bums: Avoid actions that generate dust and cause dust to become airborne. Avoid prolonged exposure to dust. Every attempt should be made to avoid skin and eye contact with cement. Do not get Portland cement inside boots, shoes, or gloves. Do not allow wet, saturated clothing to remain against the skin. Promptly remove clothing and shoes that are dusty or wet with cement fluids and laünderlclean before reuse. Wash thoroughly after exposure to dust or wet cement mixtures. Do not enter a confined space that stores or contains Portland cement unless appropriate procedures and protection are available. Portland cement can build up or adhere to walls of a confined space and release or fall suddenly. Likewise, do not walk on top of Portland cement stored in vessels, bins and silos due to risk of engulfment. STORAGE Keep Portland cement dry until used. SPECIFIC USES Drying Portland cement is hygroscopic-it absorbs water. Portland cement needs water to harden. It will draw water away from any material it contacts-including skin. Respirable crystalline silica- containing dust may be generated by Portland cement and when hardened product is subjected to mechanical forces, such as sanding, crushing, grinding, or cutting. I SECTION 8 EXPOSURE CONTROLS / PERSONAL PROTECTION • EXPOSURE GUIDELINES ExDosure limits: Name OSHA PEL mg/ms ACGIH TLV mg/m3 MSHA mg/m3 Portland Cement 10 (E) Total dust 15 10 (ii contains <1%quartz) Respirable 5 S Silicates (< 1% crystalline silica)a Crystalline silica (quartz) Total dust 30/ (%Si02+2) 30 I (%quartz+3) Respirableb 10 / (%S102+2) 0.025 (R) 10 / (%quartz+2) Gypsum; calcium sulfate Total dust 15 10 (E) (I) 10 (if contains 0%quartz) Respirable 5 Limestone; calcium carbonate 15 10 (E) Total dust 5 10 (if contains <1%quartz) Respirable Calcium oxide 5 2 5 Magnesium oxide 10(1) Chromium VI compounds 0.005 Water soluble 0.5 0.5 Insoluble 0.1 1 Nickel compounds Soluble I 0.1 (I) Insoluble 1 1 0.2(l) 1 Inorganic lead compounds, as Pb 0.05 0.05 0.15 'Also an antiquated OSHA PEL of 50 mppcf; Also an antiquated 051-tA PEL of 250/(%Si02 +5) mppcf; (E) = For particulate matter containing no asbestos and < 1% crystalline silica; (R) = Rèspirable fraction; (l).= Inhalable fraction. S S Product Name: Portland Cement Revision Date: March 2007 Page 5 of 8 Ak MITSUBISHI CEMENT CORPORATION 0 ENGINEERING CONTROLS Avoid creating dust and actions that cause dust to become airborne. Use general or local exhaust ventilation as required to maintain exposures below appropriate exposure limits. Use product in well ventilated areas. If ventilation is not adequate, see the respiratory protection recommended below: PERSONAL PROTECTION Respiratory Protection: Ordinarily, a respirator should not be required when handling wet cement. Use NIOSH approved respirators, when an expdsure limit is likely to be exceeded, in poorly ventilated areas, or when dust causes discomfort or irritation. Respirator use must comply with applicable MSHA or OSHA standards, which include provisions for a user training program, respirator repair and cleaning, respirator fit testing, and other requirements. Hand Protection: Use impervious, waterproof, abrasion- and alkali-resistant gloves. Do not rely on barrier creams in place of impervious gloves. Do not get Portland cement inside gloves. Eye Protection: To prevent eye contact wear safety glasses with side shields, safety goggles or face shields when handling dust or wet cement. Dust goggles should be worn in extremely dusty conditions Wearing contact lenses when working with cement is not recommended. Skin and Body Protection: Use impervious, waterproof, abrasion- and alkali-resistant boots and protective long-sleeved and long legged clothing to protect the skin from contact with wet Portland cement. Where required to reduce foot and ankle exposure, wear impervious boots that are high enough to prevent Portland cement from getting inside them. Do not get Portland cement inside boots, shoes, or gloves. Remove clothing and protective equipment that becomes saturated with cement and immediately wash exposed areas. General Hygiene Considerations: Clean water should always be readily available for skin and (emergency) eye washing. Periodically wash areas contacted by Portland cement with a pH neutral soap and clean, uncontaminated water. Wash again at the end of the work. If irritation occurs, immediately wash the affected area and seek treatment. If clothing becomes saturated with Portland cement, it should be removed and replaced with clean dry clothing. Begiri each day by wearing clean clothing and conclude the day with a bath or shower.' SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Typical physical and chemical properties are given below. S S Physical state: solid Appearance: gray or white powder Odor: odorless Odor threshold: not determined Specific Gravity: 2.3- 3.1 • Flammability: not flammable Flash polnt'°C (°F) [method]: not combustible Flammable limits (approx. Volume % In air) —,LEL: not applicable UEL: not applicable Auto-ignition temperature °C (°F): not applicable Boiling point/range °C (°F):> 1000°C (1832°F) Melting point:> 1000°C (1832°F) Decomposition temperature: not determined Vapor density @ 101 kPa (air =1): not applicable Vapor pressure @ 20°C, kPa (mm Hg): not applicable Evaporation rate (n-butyl acetate =1): not applicable pH: 12-13 • ' S Log Pow (n-Octanollwater partition coefficient): not applicable Solublllty in water: slightly soluble (0-1-1.0%) Product Name: Portland Cement Revision Date: March 2007 Page 6 of 8 4111*IIL MITSUBISHI CEMENT CORPORATION (SECTION 10 STABILITY AND REACTIVITY STABILITY: Stable.. Keep dry-until used. Reacts slowly with water forming hardened hydrated compounds, releasing heat and producing a strong alkaline solution. S INCOMPATIBILITIES: Portland cement is highly alkaline and will react with acids to produce a violent_ heat-generating reaction. Toxic gases or.vapors may be given off depending on the acid involved. Reacts with acids, aluminum metals and ammonium salts. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Limestone ignites on contact with fluorine and is incompatible with acids, alum, ammonium salts, and magnesium. Silica reacts violently with powerful oxidizing agents such as fluorine, boron trifluoride, chlorine trifluoride, manganese trifluoride, and oxygen difluoride yielding possible fire and/or explosions. Silicates dissolve readily in hydrofluoric acid producing a corrosive gas - silicon tetrafluonde. . . HAZARDOUS DECOMPOSITION PRODUCTS: None known. HAZARDOUS POLYMERIZATION: Not known to polymerize SECTION 11 TOXICOLOGICAL INFORMATION ACUTE TOXICITY Portland cement LD5o I LCso = not available . CARCINOGENICITY . . General Product Information . . . The Occupational Safety and Health Administration (OSHA), the National Toxicology Program (NIP) and . the International Agency for Research on Cancer (IARC) have not listed Portland cement as a carcinogen. Component Carcinogenicity Crystalline silica (14808-60-7) NTP: Known Human Carcinogen . IARC: Monograph 68, 1997; (inhaled in the form of quartz or cristobalite from occupational sources) (Group 1 (carcinogenic to humans)) . CHRONIC TOXICITY Crystalline silica is considered a5 hazard by inhalation. IARC has dassified crystalline silica as a Group 1 substance, carcinogenic to humans. This classification is based on the findings of laboratory animal . studies (inhalation and implantation) and epidemiology studies that were considered sufficient for carcinogenicity. Excessive exposure to crystalline silica can cause silicosis, a non-cancerous lung• disease. . . . . .. . SECTION 12 ECOLOGICAL INFORMATION . ECOTOXICITY: Portland cement hardens with water or moisture and is not expected to present unusual ecotoxicity risks. See Sections 9 and 10 for relevant physical and chemical properties. 0 SECTION 13 DISPOSAL CONSIDERATIONS . DISPOSAL RECOMMENDATIONS: . . Dispose of waste materials only in accordance with applicable federal, state, and local laws and regulations, S S REGULATORY DISPOSAL INFORMATION: If Portland cement as supplied becomes a waste, it does S not meet the criteria of a hazardous waste as defined under the Resource Conservation and Recovery Act (RCRA) 42 U.S.C. §6903 and 40 CFR 261. 5 5 • Product Name: Portland Cement . Revision Date: March 2007 Page 7 of 8 At MITSUBISHI CEMENT CORPORATION 0// SECTION 14 TRANSPORT INFORMATION I LAND (DOT): Not regulated for land transport LAND (Transport Canada I TDG): Not regulated for land transport SEA (IMO I International Maritime Organization): Not regulated for sea transport according to IMO- regulations AIR (IATAI International Air Transport Association): Not regulated for air transport I SECTION 15 REGULATORY INFORMATION I USA REGULATIONS: TOXIC SUBSTANCES CONTROL ACT (TSCA) Portland cements are considered to be statutory mixtures under TSCA. Cement, Portland, Chemicals [65997-15-1) is Included on the TSCA Inventory. CERCLA: This product is not listed as a CERCLA hazardous substance SUPERFUND AMENDMENTS AND REAUTHORIZATION ACT (SARA) TITLE III Information: SARA (3021304) EXTREMELY HAZARDOUS SUBSTANCES (40 CFR 355): This product contains no "Extremely Hazardous Substances". SARA (3111312) REPORTABLE HAZARD CATEGORIES (40 CFR 370.2-370.21): Immediate Hazard: Yes Delayed Hazard: Yes Fire Hazard: No Reactive Hazard: No Pressure Hazard: No SARA (313) TOXIC RELEASE INVENTORY (40 CFR 372.65): This product does not contain any constituents listed under SARA (Title Ill) Section 313 in amounts requiring supplier notification under 40 CFR Part 372 Subpart C. FEDERAL HAZARDOUS SUBSTANCES ACT (FHSA): Portland cement is a "hazardous substance subject to regulations promulgated under the FHSA. CALIFORNIA PROPOSITION 65: This product contains chemicals known to the State of California to cause cancer and birth defects or other reproductive harm. (See Section 2.) CANADA REGULATIONS: CANADIAN DOMESTIC SUBSTANCES LIST (DSL): Cement, Portland, Chemicals [65997-15-1] is included on the DSL. WHMIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations (Class E - Corrosive Material) and is therefore subject to the labeling and MSOS requirements of the Workplace Hazardous Materials information System (WHMIS). Due to the presence of crystalline silica, Portland cement is also listed as Class D2A - Very Toxic Material: This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the MSDS contains all the information required by the Controlled Products Regulations (CPR). . Product Name: Portland Cement Revision Date: March 2007 Page 8 of 8 A MITSUBISHI CEMENT CORPORATION [SECTION 16 OTHER INFORMATION REVISION DATE: March 2007 REVISION INDICATOR: This version of the MSDS contains revisions in Sections.' All sections ABBREVIATIONS: ACGIH = American Conference of Governmental Industrial Hygienists CAS = Chemical Abstract Service CERCLA = Comprehensive Environmental Response, Compensation and Liability Act CCR = California Code of Regulations CFR = Code of Federal Regulations DOT = USA Department of Transportation IARC = International Agency for Research on Cancer MSHA = Mine Safety and Health Administration NIOSH = National Institute for Occupational Safety and Health NTP = National Toxicology Program OSHA = Occupational Health and Safety Administration. PEL = Permissible Exposure Limit RCRA = Resource Conservation and Recovery Act SARA = Superfund Amendments and Reauthorization Act TLV = Threshold Limit Value TRI = Toxic Release Inventory TWA = Time Weighted Average S U.S.C. - United States Code WHMIS =Workplace Hazardous Materials Identification System - .. DISCLAIMER: While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of Portland cement as it is commonly used, the sheet cannot anticipate and provide the all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. . . In particular, the data furnished in this sheet do not address hazards that may be posed by other materials mixed with Portland cement to produce Portland cement products. Users should review other relevant material safety data sheets before working with this Portland cement or working on Portland cement products, for example, Portlarid cement concrete. SELLER MAKES NO WARRANTY, EXPRESS OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE ACCURACY OF ANY INFORMATION PROVIDED BY MITSUBISHI CEMENT CORPORATION except that the product shall conform to contracted specifications. The information provided herein was believed by MITSUBISHI CEMENT CORPORATION to be accurate at the time of preparation or prepared from sources believed to be reliable, but it is the responsibility of the user to investigate and understand other pertinent sources of information to comply with all laws and procedures applicable to the safe handling and use of product and to determine the suitability of the product for its intended use. Buyer's exclusive remedy shall be for damages and no claim of any kind, whether as to product delivered or for non-delivery of product, and whether based on contract, breach of warranty, negligence, or otherwise shall be greater in amount than the purchase price of the quantity of product in respect of which damages are claimed. In no event shall Seller be liable for incidental or consequential damages, whether Buyer's claim is based on contract, breach of warranty, negligence or otherwise. - 0 L o p I Ic 0 Section 1: Product Znformatio Trade Name: Con Producer's Name: Pad 4- CAN OF CARLSBAD SHOP DRAWING REVIEW [rho approval by the Engineer of any shop or working drawing (or of any drawing of the Contractors plant or equipment) shall not In any way be deemed to release the Contractor from full responsibility for complete and accurate performance of the Work in accoiance with the Contract Drawings and Specifications neither shall such approval release-the Contractor from any liability placed upon him by any provi-sion in the Form of Contract. E1bMEsu8Mn ., 0. AMEND AND RESUBMIT 'I 0. MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN Date /13 Address: 14741 Lake Street Lake Elsinore, CA Phone Number: 951-245-2460 ' Date Prepared: July 28, 2005 Prepared by: Robert F. Shafer •1 Section 2: Hazardous ingredients Chemical CAS Quantity (Formula JiExposure Limits' ACGIH T1.0 In Air - I Names Number (Percent) OSHA PEL Crystalline silica 14808-60-7 Approx . SiO2 1 0.1 mgfrn 10 mg/rn3 30% ( %SiO+2' (aggregate) ACGIH TLV: American Conference of Industrial Hygienist Tflreshold Limit Value (TLV) time-weighted average (TWA) OSHA PEL: Occupational Safety and Health Association Permissible Exposure Limit for an 8-hour time weighted average Section 3: Hazard identification Overview: Warning! Do not breathe dust containing crystalline silica. Chronic' overexposure may cause lung damage and may lead to lung cancer. When handling or cleaning, wear proper respiratory protection (Section 8) and use dustless procedures including vacuum and/or water (Section 7). Inhalation Silicosis: ' ' Acute silicosis may occur under conditions of extremely high respirable crystalline silica (quartz) exposure. Silicosis Is a fibrosis (scarring) of ti'e lungs, and may be progressive, N a 11 /A,aceej . YT Crystalline silica (uartz) inhaled from •• occupational sou res is classified as carcinogenic to htmans. S k 4 1b vr• - i "-oWO T .•..,,. exposure to so4er , respirable crystalline silica or sllicosi Is S - . -• S' tassociated Wit-l-f-the increased incidence ( ofel bd'&'m~ ai";i`an autoimmune Wj Tuberci Several studies?J,cate that silicos is ro iijcrases the eiskbf tuberculosis Eye contaç:, rystalline..sIiicâ.5'(4uartz) may cause brasicn,irrltatior$ redness and/pr.: - - - - —watering'of theyes ........................................................ Skin contact: Not applicable. S Ingestion Not applicable Chronic,'...The adverse health.effects mentioned •...- S above (s111c0s1s1 cancer, sclerode,nja, S S and .tuberculosis) are considered . S S chronic effects S • Reproductive: S Reproductive toxicity has not been demonstrated. •• S S S Medical Conditions Aggravated, by Exposure S Respiratory ailments (including bronchitis, emphysema, etc.) may be aggravated by exposure to respirable crystalline silica. S Section 4 First Aid Measures S I Eye contact: Gently flush any particles from the eye with clean water. Seek medical aid if irritation S persists or develops; . Skin contact: Wash withsoap and water. Seek medical aid if irritation persists or develops. Inhalation: Remove from exposure. Seek medical aid if respiratory difficulty persists or develops. Ingestion: - Seek medical aid If discomfort is experienced, Section 5: Fire And Explosion . . Will not burn or explode under any conditions. Non-flammable and non-explosive. Section 6: Accidental Release Measures Spill Response Procedures: Use dustless methods (such as a vacuum or water hose) for cleanup. Do not dry sweep. Wear protective equipment as described in Section 8. 5 5 Preparing Waste for Disposal: No special procedures required. Dispose of according to local, state and-federal regulations. Not classified as a hazardous waste by the Resource Conservation and Recovery Act. Section 7: Handling & Storage Ventilation and Engineering Controls: Do not breathe dust. Dust suppression controls such as water sprays or dust collection controls such as vents or baghóuses should be used where dust generation results from handling. Practice good housekeeping-do not allow dust to collect on walls, floors, ceilings. Granite Rock Company recommends not using any of our products for SANDBLASTING. Section 8 Exposure Control/Personal Protection Respiratory Protection: NIOSH/MSHA approved dust respirators should be used where dust levels exceed or are likely to exceed exposure levels defined In Section 2. Respirator use must comply with applicable MSHA or OSHA standards which Include a provision for fit testing, cleaning, training in correct usage and a fitness test for respirator use. Eye Protection: Safety glasses with side shields should be worn as minimum protection. Should excessively dusty conditions be present, use goggles or face shield. Gloves: Gloves of any material can be used. Other Clothing: No special requirements. Work Practices: Avoid generating dust; use water to wet surfaces. Hygiene Practices: Wash dustexposed skin with soap and water;....... Other Handling Requirements: Contain material in discrete quantities to avoid particles posing slip/trip hazard. Protective Measures During Maintenance of Contaminated Equipment: Use respiratory protection, eye protection and gloves if dust is likely to be generated. Section 9: Physical Properties Vapor density (air=1): None Melting point: Approx. 3,100°F . Specific gravity: 2.58 - 2.62 Boiling point: Approx. .4,046°F Solubility In water: Insoluble . Evaporation rate: None . . Vapor pressure: None Appearance and odor: Gray sand-sized particles, little odor. How to detect this substance: X-ray diffraction—NIOSH Methods 7500 & 7501 Section 1O:Stablllty and Reactivity Stability: Crystalline silica (quartz) is stable, will not polymerize, and is known to be compatible with all other substances except strong oxidizing agents such as fluorine, chlorine trifluoride, or oxygen difluoride. Hazardous Decomposition Products: Silica-containing resplrãbie dust particles may be generated by handling and transport. Section 11: Toxico'ogIcal Information Crystalline silica is a naturally occurring substance found in soil and rock formations. Crystalline silica is present In trace amounts in the atmosphere air as partiulate. Crystalline silica is one of several crystalline polymorphs (including trydimite; cristobalite) of silicOn dioxide. When heated to 870°C, crystalline silica transforms to• trydlmite, and when heated to 1,470°C it can transform tocristobaIite. Chronic ,or ordinary slilcosis is the most. common. form,of sllicosiswhichcan occur after many years of exposure to relatively low levels of airborne réspirable dust. Crystalline silica-is listed by the National Toxicology Program in a category which may reasonably be anticipated to be a carcinogen, andby the Internatiohal Agency for Research onCancer (JARC) as a Group 1 carcinogenic. After years of study, the non-governing JARC concluded In 1997 that there was "sufficient evidence in humans for the carcinogenicity -of crystalline silica in the forms of quartz or cristobalite from occupation sources." The IARC noted that carcinogenicity was not detected in all industries, and that toxicity may depend on "external factors affecting its biological activity or distribution of its polymorphs." Crystalline silica Is listed by the Governor of the State of California, under Proposition 65, as requiring the following warning: "Detectable amounts of chemicals known to the State of California to cause cancer, birth defects, or other reproductive harm may be found in this product." Section 12: Ecological Information There Is no data that shows crystalline silica (quartz) is toxic to birds, fish, invertebrates, microorganisms or plants. Pacific Aggregate Company Disclaimer The information contained in this MSDS is based on tests, experience and other information which Pacific Aggregates, Inc. believes. reliable and is supplied for. Informational purposes only. Since conditions of use are outside of our control, Pacific Aggregates, Inc. disclaims any liability for damage or Injury, which results from use of the above information. Nothing contained herein shall constitute a guarantee, warranty (including warranty of merchantability) or representation (including freedom from patent liability) by Pacific Aggregates, Inc. with respect to the Information, the material described, or its use-for any specific purpose, even if that purpose is known to Pacific Aggregates, Inc.. 0 CWE 2110013.0IR. Match 11, 2011 Page No.4 Pacific Aggregates - Washed Concrete Sand, Lake Street Date Received —January 7, 2011 (Dj? Giadation, percenrpassing (ASTM C136 and C117) Test Results ASTM C33 Standard 3/8" (9.5-mm) - 100 100 #4 (4.75-mm) 100 95-100 #8 (2-36-mm) 89 80-100 #16(1.18-mm) 58 50-85 #30 (600-pin) 34 25-60 #50 (300-jim) 17 5-30 #100(150-jim) 7 . 0-10 #200 (75-pm) . 3 5 max. Fineness Modulus 2.95 2.3-3.1 Organic lmpurides (ASTM C40) L Organic Plate No. 0 3 SpecificG.ravity&Absoiption (ASTM Cl2S) Bulk Specific Gravity (Dry) 2.590 Bulk Specific Gravity (SSD) 2.626 -- Absorption, % 1.4 -- Soundness by Sodium Sulfate, % loss (ASTM C88) Total % Loss by Weight 2.4 J 10 max. San Equivalent (ASTM D2419) Fine (44) 86 • - Clay Lumps & Friable Particles, 04 (ASTM C142) • 1 Total % by Weight 1.3 • (1) IN: 5.0, (2) 2N: 10.0 max. Lightweight Pieces, % Lighter than 20 using Zinc Cbkiicle ASTM C123) • • 0.1 • • • ~ I* Pacif ic t,,c ç 4 4 4 Section 1: Product information Trade Name: Concrete Aggregates and Sand Producer's Name: Pacific Aggregates, inc. Address: 14741 Lake Street • Lake Elsinore, CA Phone Number: 951-245-2460 Date Prepared: July 28, 2005 Prepared by: Robert F. Shafer Section 2: Hazardous Ingredients Chemical i CAS I Quantity I Formula Exposure Limits in Air -GlH I INames Number (Percent) TLV' OSHA PEL'> Crystalline 'silica I I.14808607 Approx. S102 0.1 Mg/M3 I 10 mg/M3 I (aggregate) I 30% I %SlO2+2 ACG1H TLV: American Conference of Industrial Hygienist Threshold Limit Value (TLV) time-weighted average (TWA) (2) OSHA PEL: Occupational Safety and Health Association Permissible Exposure Limit for an 8-hour time weighted average Section 3: Hazard Identification Overview: Warning!. Do not breathe dust containing crystalline silica. Chronic overexposure may cause lung damage and may lead to lung cancer. When handling or cleaning, wear proper respiratory protection (Section 8) and use dustless procedures including vacuum and/or water (Section 7). Inhalation Silicosis: Acute silicosis may occur under . conditions of extremely high respirable crystalline silica (quartz) exposure. Silicosis is a fibrosis (scarring) of the lungs, and may be progressive. (D Cancer: Crystalline silica (quartz) inhaled from occupational sources is classified .as S carcinogenic to humans. Autoimmune There is evidence that exposure to disorder: respirable crystalline silica or silicosis is associated with the increased incidence of scleroderma, an autoimmune disorder. Tuberculosis: Several studies indicate that SilfCoj5 increases the risk of tuberculosis. Eye contact: Crystalline silica (quartz) may cause abrasion, irritation, redness and/Or watering of the eyes. Skin contact: Not applicable. S S Ingestion: Not applicable. Chronic: The adverse health effects nientioned, above (slilcosis, cancer, scleroderma, and tuberculosis) are considered chronic effects. Reproductive: Reproductive toxicity has not been demonstrated. Medical Conditions Aggravated by Exposure Respiratory ailments (including bronchitis, emphysema, etc.) may be aggravated by exposure to respirable crystalline silica. Section 4: First Aid Measures Eye contact: Gently flush any particles from the eye with clean water. Seek medical aid if irritation persists or develops. Skin contact: Wash with soap and water, Seek medical aid if irritation persists or develops. Inhalation: Remove from exposure. Seek medical aid if respiratory difficulty persists or develops. S • Ingestion: Seek medical aid If discomfort is experienced. Section 5: Fire And Explosion Will not burn or explode under any conditions. 'Non-flammable and non-explosive. Section 6: Accidental Release Measures Spill Response Procedures: Use dustless methods (such as a vacuum or water hose) for cleanup. Do not dry sweep. Wear protective equipment as described in • • Section 8. S • S 0 .. Preparing Waste for Disposal: No special procedures required. Dispose of according to local, state and federal regulations. Not classified as a hazardous waste by the Resource Conservation and Recovery Act. Section 7: Handling & Storage Ventilation and Engineering Controls: Do not breathe dust. Dust suppression controls such as water sprays or dust collection controls such as vents or bag houses should be used where dust generation results from handling. Practice good housekeeping-do not allow dust to collect on walls, floors, ceilings. Granite Rock Company recommends not using any of our products for SANDBLASTING. Section 8: Exposure Control/ Personal Protection Respiratory Protection: NIOSH/MSHA approved dust respirators should be used where dust levels exceed or are likely to exceed exposure levels defined in Section 2 Respirator use must comply with applicable MSHA or OSHA standards which Include a provision for fit testing, cleaning, training in correct usage and a fitness test for respirator use. Eye Protection:. Safety glasses with side shields should beworn as minimum protection. Should excessively dusty conditions be present, use goggles or face shield. Gloves: Gloves of any material can be used. Other Clothing: No special requirements. Work Practices: Avoid generating dust; use water to wet surfaces. Hygiene Practices: Wash dust-exposed skin with soap and water. Other Handling Requirements: Contain material in discrete quantities to avoid particles posing slip/trip hazard. Protective Measures During Maintenance of Contaminated Equipment: Use respiratory protection, eye protection and gloves if dust is likely to be generated. Section 9: Physical Properties Vapor density (a1r=1): None Melting point: Approx. 3,100°F Specific gravity: 2.58 - 2.62 Boiling point: Approx. 4,046°F Solubility In water: Insoluble Evaporation rate: None Vapor pressure: None Appearance and odor: Gray sand-sized particles, little odor How to detect this substance: X-ray diffraction—NIOSH Methods 7500 & 7501 0 S. Section 10: Stability and Reactivity Stability: Crystalline silica (quartz) is stable, will not polymerize, and Is known to be compatible with all other substances except strong oxidizing agents such as fluorine, chlorine trifluoride, or oxygen difluoride. Hazardous Decomposition Products: Silica-containing respirable dust particles may be generated by handling and transport. Section 11: Toxicological Information Crystalline silica is a naturally occurring substance found in soil and rock formations. Crystalline silica is present intrace amounts In the atmosphere air as particulate. Crystalline silica is one of several crystalline polymorphs (including trydimite, .crlstobalite) of silicon dioxide. When heated to 870°C, crystalline silica transforms to trydimite, and when heated to 1,470°C it can transform to cristobalite. Chronic or ordinary silicosis is the most common form of silicosis which can occur after many years ofexposure to relatively low levels of airborne respirable dust. Crystalline silica is listed by the National Toxicology Program in a category which may reasonably be anticipated to be a carcinogen, and by the International Agency for Research on Cancer (JARC) as a GrOup 1 carcinogenic. After years of study, the non-governing JARC concluded in 1997 that there was "sufficient evidence in humans for the carcinogenicity of crystalline silica in the forms of quartz or cristobalite from occupation sources." The JARC noted that carcinogenicity was, not detected in all industries, and that toxicity may depend on "external factors affecting its biological activity or distribution of its polymorphs." . Crystalline silica is listed by the Governor of the State of California, underProposition 65, as requiring the following warning: "Detectable amounts of chemicals known to the State of California to cause cancer, birth defects, or other reproductive harm may be found in this product." Section 12: Ecological Information There is no data that shows crystalline silica (quartz) is toxic to birds, fish, invertebrates, microorganisms or plants. Pacific Aggregate Company Disclaimer The information contained In this MSDS is based on tests, experience and other information which Pacific Aggregates, Inc. believes reliable and is supplied for informational purposes only. Since conditions of use are outside of our control, Pacific Aggregates, Inc. disclaims any liability for damage or injury, which results from use of the above Information. Nothing contained herein shall constitute a guarantee, warranty (including warranty of merchantability) or representation (including freedom from patent liability) by Pacific Aggregates, Inc. with respect to the information, the material described, or its use for any specific purpose, even if that purpose is known to Pacific Aggregates, Inc.. 0 LII I • •. • • • • • . V CHRISTIAN WHEELER ENGINEERING March 9i 2011 Superior Ready lvfix 1508 Mission Road Escondido,, California 92029 Attention: Paul Brouwer Crry OF CARLSBAD SHOP DRAWING REVIEW The approval by the Engineer of any shop or working drawing (or of any drawing of the Contractors plant or. equipment) shalt not In any way be deemed to release the Contractor from full responsibility for complete and accurate performance of the Work in accordance with the Contract Drawings and Specifications neither shall such approval release the Contrator from any Iiatiility placed upon him by any provi- sion in the Form of Contract._ CWE 2110003.2 REJECTEO/RESUBMIT 0: AMEND AND RESUBMIT D. MAKE CORRECTIONS* NOTED ,...NO EXCEPTIONS TAKEN Dale - Subject: Physical Testing of Rock tfiF Superior RèadyMix —Canyon Rock Plant Dear Mr. Brouwer, In accordance with your request, Christian Wheeler Engineering has performed standard ASTM laboratory tests to determine the physical properties of the samples submitted to our laboratory on February 1, 2011. Tests performed on the subject samples varied depending on their designated use. Tests conducted included material gradation, abrasion resistance, cleanness value, sand equivalent; specific gthity, lightweight pieces, day lumps and alkali reactivity. Results of our testing are Presented in,.the attached tables. We appreciate this opportunity to provide our Materials Testing Servics. If you have any questions after reviewing this report, please do not hesitate to contact our office. Respectfully submitted, - CHRISTIAN WHEELER ENGINEERING Charlie G. Carter Jr. Senior Engineer cc (1) Superior Ready Mix - pbrouwer(superiorrm.com . S 3980 Rome Avenue San Diego, CA 92105 •619-550-1700 FAX 619-550-1701 Soundness by, Sodium Sulfate,% loss (ASTM C88)f L Total %Joss by Weight . .j V [ . Cleanness Value (CalTest 227) . 0.4 max V .. Abrasion byL.A. Rattler, %Ioss (ASTMCI3I) . . . •.•• %Loss.- 100 Revolutions . 2.4 -- - % Loss 500 Revolutions . 11.4 SO max. Clay Lumps & Friable Particles, % (ASTM C142) Total %by Weight - - 0.1 [) IN: 5.0, (2) 2N: 10.0 max. 0 Gmd.ation, pexcentpassng (ASTM C136 and Cli?): .. Test suits ASTM C33 Standard 1 ". (25.0rti) .• . - ç__- ________V.. _• ____ .100 . 95-100 W (190-mm) 94 - 'At" -mm) . L3 .25-60 318 (95mm) 14 - #4 (475 mm) 2 0-10 #8 (2.36-mm) . I - . . 0-5 #200 75-m) . 0.2 . . 1 max. Specific Gravity &.Absoiption (ASTM C 12 --- Bulk Specific Gravity (Thy) . 2.762 -- Bulk Specific Gravity (SSD) 2.776 Absorption, % 0.5 - •Vj V V - - Lightweight Pieces, % Lighter than ZOusing Zinc V Chloride ASTM C123) 0.0 Potential Alkali-Si ca Reactivity (Chemical Method) (ASTM C289) . V. Innocuous -- (I) Negligible Weathering Regions; "iN" Slabs subject to traffic abrasion, bridge decks, floors, sidewalks, pavements. (2) Negligible Weathering Regions; "2N" All other concrete. Gsadadon, pcl'centpassmg (ASTM C136 and C117) Test Results ASTM C33 Standard - W'(12.5-mm . 100 100 3/8' (93-mm) 91 85 -100 #4 4.75-mni - 0-30 #8(2.36-mm) 5 . 0 -10 #16(1.18-mm) - 2 0-5 #30 (600-pen) 1 #200 (75-jam) 0.2 1 max. Specific Gravity & Absorption (ASTM C127) - Bulk Specific Gravity (Dry) - 2.724 -- Bulk Specific Gmvity'(SSD) . 2,745 -- Absorption, % 0.8 Abrasion byL.A. Rattler, %Joss (ASTMCI3I) .% Loss —100 Rcvolutions 3.0 - % Loss —500 Revolutions " 13.4 50 max. * S CWE 2110003.2 March 9,2011 Page No. 3 Superior Ready. Mix—CanyonRockPlant 3/8" Concrete Aggregate DateReceived—Febniaiyl,20fl Soundness by Sodium Sulfate, % loss (ASTM C88) Total % Loss by Weight , 0.5 12 max. I Cleanness Value (CalTest 227) 91 - Clay Lumps & Friable Particles, % (ASTM C142) Total% by Weight 0.1 1 (1) iN: 5.0, ( 2N: 10.0 max. Lightweight Pieces, % Lighter than 2.0 using Zinc • • Chloride (ASTM C12) 0.0 PotentialAlkali-Silica Reactivity. (Chemical Method) (ASTM C289) Innocuous Negligible Weathering Regions; "IN" Slabs subject to traffic abrasion, bridge decks, floors, sidewalks, pavemcnc. S Negligible Weathering Regions; "2N" All other concrete. . . Crry OF CARLSBAD SHOPDRAWNG REVIEW The approval bythe Engtneerof any shop or.váorkng draIng (or of any drawing of the Contraciorsptant or equipment) siaH iwtb ny way be deemed to release the • S Contractor from fullresponsibility for complete and accurate performance of the • Work.J "7i 'r i Drawings. and. Specifications neittmr shall such vi Use he oniracior tron any iiat,ility pt red upon film by any provi- Supeiofb0Rady0fitConcrete, L. -. . 0. REJECTED/RESUBMIT • D 'AMEDANDREÜj svww • . . 'MAKc b. 150t W.-mmiloo Rd.• • re' - NOEX(t!)744$&TA KEW .... ••• . . • BL AV LC -• vnoimt — - Nswrsl Sid' dG31' . (CAS ne) WA Qau(G?atIMs Sf) (CAS 5. I49040.7) • carum typically rum etLi4 :.. . • . S . . .. E.Vmm1lmbvuywhhih@qpcQwutzinftm For aiUo sWa jrs1thie 144 PL'LqLV-.ImiW 08Ad. aedprcpcd for SOMA &4 ACOCH Ltr. TWA eVomm. Rcirab1e Dt(or ariumbalft - 0.05 eiI. PAPhUC flu5.(or Q%isiu • witind & Onvol iz as Uecd by)rTP. IARC. or OSKA a =ilnlnjjM,cion& Section W-PbøDab eUlafYolet . . . • s.d&Crft - . • — N/#uS4&Gosve1 _________ - .. . - . tVcotkbi'Vo1wi. WA. uSiod4Otvd . • • . . 016 . VID*p Du1h . -.. VA. u5ard&Growl .. . SctbU1n Wst.r . Aona-&*d War . - . _A Round p5TIktnoof . . SHf& Ckl 12raNamcambulak . . SWP1flihtPcdweo. 1A ussbeorEeothiLbntgs . • . Nets ZitnrM,dti • . . .., WA $ oe V. Data Thnibetd . EffftofOosieàon1r fj .1cg& for OSHA atd,apc5id fat MSHA qxmaU. 'a Us. c(i*vtil md etdpvel rat civatia tetorwsrv& P1s Ala Pecisdern . I pqmn is bdirm no to haw cm=d • . iietdecgsut •.. • S • • . . EqOeIO1DsIbIS. • . t "moor "Vim 1sbs,4iaitata.i S ct55OCeL • 5 .. - S 0 kc&SdltDa pzogg K.q,&y ii1 'Not Noes SsIdVIZ- SpLI Pictdr b.? ciM.tt,4i Ii SW WaDost) May 4 1LV It, aIIia wa Mmac. b rmcdth O%&(Aaär dwdiovused lAur ulk of IL CID bit &oacd otu (La. sccdonvm - SpwalPro4acda bnza6u The c os NIOSE/MSMA qptd ,eir.tor W&árcdk wtb aoap .ndw3w . godcd. Baud on IfrbtIDs amcmusdws Wok ddho &Aff LAW toid be adto ,ol LiI*Ot tha4 Ofl*tI 1o$g S.onCC-SWPrida rruoIa to be & Mlkooddbe SeconX.CaWora?rop5Wuàb.gs WbDe WwnlSwW*tdGrmlvcncx 14W by NT?, tRCce OSHA iugo Q *()Vie .iIi) u liuidue the %I? *W LARClinsafarc6olm. !%it product conuins arena thin t%u(1ILiuiil W?Ld1NG: MIiuri Sand end Aregt4*or2ren otfta mmAibftm caM ac tafltoutWc (quai) dust is Iixiuimto the State a(C,Woanla to causecwucr. Thie Wnnh rnquLitdbi eeekc 1Ø.6 oIhe CdmIe Ht and S.fdy Code. ACCIII - SnX.Abbavti Acomicom Ca(ne*O(GOVeThJaYIaI Codindot Hyu • aia Oewiail AmaSa te Sthv and HeaftI AdisthigrAkM •MA CoafFdniIRiujuJian Pact • NW" grOiacaiSafctv&ffuM _ • beawgL4 Ay tot Riseaad am Caootc • Nmlaw Peonnt CtcMot - OacioiaI Sa&q and Ruu*h M,oietnsaticr 1odza!d Limit V4uan NOTICB: Thu Litiitpt.odIà Lu based cc dde detcdto be senp.a ocftkudiotatioo cifdkil MacthI Sefq Data Skect. Howcv act atim. cçrtct ac Ded. lecudi egttbe eauyoT çlatacni otth.fa,gvajdib d seMy tfacmitim to iddMasi, hi e by acdvt tot any dna&iJylIDJbh3OmatoUnMI as; um any rinu:i to athoio audtd prsdLac oturoanybanr itbenabnv otthcp. w . 13 CHRISTIAN WHEELER ENGINEERING March 9,2011 Superior Ready Mix CWE 2110003.2 1508 Mission Road Escondido, California 92029 Attention: Paul Brouwer Subject: Physical Testing of Rock Material Superior Ready Mix - Canyon Rock Plant Dear M. Brouwer, In accordance with your request, Christian Wheeler Engineering has performed standard ASTM laboratory tests to determine the physical properties of the samples submitted to our laboratory on February 1, 2011. Tests performed on the subject samples varied depending on their designated use. Tests conducted included material gradation, abrasion resistance, cleanness value, sand equivalent, specific gravity, lightweight pieces, clay lumps and alkali reactivity. Results of our testing are presented in the attached tables. We appreciate this opportunity to provide our Materials Testing Services. If you have any questions after reviewing this report, please do not hesitate to contact our office. Respectfully submitted, CHRISTiAN WHEELER ENGINEERING Q1TT Charlie G. Carter Jr. Senior Engineer cc (1) Superior Ready Mix - pbxouwersuperiomn.corn r • 3980 Home Avenue San Diego, CA 92105 619-550-1700 - FAX 619-550-1701 B 13 CWE 2110003.2 March 9, 2011. Page No.2 Superi orReady Mix—Canyon Rock Plant 1"x #4 Concrete Aggregate Date Received - Februa.ty 1, 2011 S. Gradation, percent passing (ASTM C136 and CII?) Test Results ASTM C33 Standard 1" (25.0-mm) . . 100 95-100 %" (19.0-mm) . . .94 ½" (12.5-mm) .. 32 25-60 3/8" (9.5-mm) . 14 - #4 (4.75-mm) 2 0-10 #8 (2.36.mm) . 1 . 0-5 #200 (75-jim) . 0.2 1 max. Specific Gravity & Absoiption (ASTM C127) Bulk Specific Gravity (Dry) 2.762 Bulk Specific Gravity (SSD) 2776 -- Absorption, % 0.5 -- Abrasion by L.A. Rattler, % loss (ASTM C131) % Loss - 100 Revolutions 2.4 .% Loss - 500 Revolutions . 11.4 50 max Soundness by Sodium Sulfate, %loss (ASTM C88) . Total %Loss by Weight 0.4 . 12 max. Cleanness Value alTest227 . [94 -- I Clay Lumps & Friable Particles, % (ASTM C142) . TOtl 'to by Weight . 0.1 (1) iN: 5.0, (2) 2N: 10.0 max. Lihtwcight Pieces, %Lightcr than 2.0 using Zinc Chloride (ASTM C123) .. 0.0 Potential Alkali-Silica Rcathvity (Chemical Method) (ASTM C289) innocuous Negligible Weathering Regions; "iN" Slabs subject to traffic abrasion, bridge decks, floors, sidewalks, paveinerns. Negligible Weathering Regions; '214" All other concrete. ri 1 0 CWE 2110003.2 March 9, 2011 Page No. 3 Superior Ready Mix- Canyon Rock Plant 3/8" Concrete Aggregate Date Received - Febniary, 1, 2011 Gradation, pei'ccntpassirg (ASTM C136 and CIV) Test Results ASTM C33 Standard /z (12.5-mm) 100 100 3/8" (9.5-mm) 91 85-100 #4 (4.75-mm) 25 10-30 #8 (2,36-mm) 5 0-10 #16 (1.18-mm) 2 0-5 #30 (600-Inn) 1 #200 (75-pm) 0.2 1 max. Specific Gravity & Absorption (ASTM C127) Bulk Specific Gravity (Dry) 2.724 -. Bulk Specific Gravity (SSD) 2.745 -. Absorption, % 0.8 Abrasion byL.A. Ratdet, %loss (ASTM CI3I) % Loss - 100 Revolutions 3.0 % Loss - 500 Revolutions 13.4 50 max. Soundness by Sodium Sulfate, % loss (ASTM C88) Total % Loss by Weight. 0.5 ' 12 max. Cleanness Value (CalTest 227) . 91 Clay Lumps & Friable Particles., % (ASTM C142) Total % by Weight . 0.1 1 (1) IN: 5.0, (2) 2N: 10.0 max. Lightweight Pieces, % Lighter than 20 using Zinc Chloride (ASTM C123) 0.0 Potential Alkali-Silica Reactivity (Chemical Method) (ASTM C289) innocuous . . -- Negligible Weathering Regions; "IN" Slabs subject to traffic abrasion, bridge decks, floors, sidewalks, pavements, Negligible Weathering Regions; "2N" All other concrete. L. 1 7 ri Matefial Safety Data Sheet - Superior Ready Mix Concrete, L.P. EMT£RDdyMl LP. 15GtWJ.ic (6l 745.0556 EwidCA O29 .5 cb,mle*t Pi,n0i T!øI l4* aSmangns P1a'iL Sod Gravel H*reISdOrl' (CAS 5c) : WA QC,allMi 5W) (CAS S I409-"7) mt t)pJHy ff"Ur thmi Lt4' Scda U -Hizw tngrdiinU E.',owe 1hpits visywW, die Qu*s*x in dum For ayllaWna sillcz tthiz, 14(, PE1JTLV. .loñ? OSHA Ad and FVcd fer NSHA ACOtH 54w. 7W aciw, Respimbk Dust for aigabsibe - 0.05 iud. Rbk 0u4 for Qua,u - Nwwit Sand & Oravt is am tigcd by )(TP, MAC. or OSHA as acatattgnS w:cbQp%;. Smconfl.P),aicniData oUi,?cli1 - 4,aSwd&OvoaeI th.2.38 S P,orantVolnttkb,Volume WA. U 3ind 4 OyavJ 01 YIDoO Dau3t, VA. u5and 4 Growl XI u sand 4 onvel AP&M= and Odor Nano AtarRoadloudponk1pocpJor. Section IV- Fire And Exploetori Hanurd Data BobLob%t $Dodaf F1rsflIhdaPmce4ene Sarver & Orsvel art NoommbvisLaft Bwnabk NPA and or Zvolgalve Limits tn Fire & Emloalua Hmz.arda snuhJ1n Mim IA GIjY OF CARLSBAD ______ SHO1&?EW -ThresbW L ovat by the Engineer of any shop or WObtawif any drawing of CrVAL00Ca I nrLpIanf or equipment) shall not in, the .Imm VA for 06 responsibility for complete YAWN" S • • iAn .cordancs vvith the Contract 1teew cn aptv hj i release the Contractor from any lu' I prOVt kThy,iciLt srion in the Form of Contract • 0. REJECTEOIRESUBMIT of CI. AMEND Ait.' RES1;EMiT psç.poe1oeooaniun,. LI MAKE COPMECTONS NOTED •XCEP1'IO3 TAKEN S .•... SectknY1.&sdMt Dab ____ boaPcdncli Piib1e. K dry IjJt4. Nm _ __ SfIdoftVTl SPIN Pz.czdw RMN 1. be T*k*5 b Board DIab May ismed for qbca wcb &7 desimp mapds Iicrbgootd ofuzoinctirdi. SacoVU1 .Sp.thl Pro4adct Lth,maa PtctctSoi The we or. PI10SK/MSMA .Hs'wcd rcçiratcc Wmh 644Wsed3k with 3009 and i2to is czNdc& Based z sfrbcw nüu Wash clogm sAsethUse. ______ FPivttcp' LcJ cbma4 can be andto mazdicl iirbomt Tbs ta ofUtfbig $oss is recommended i Section C-SpseW Pmudoc icauoIxa to U 74,o b, fladJtn? & Storing O&arPzcaedmoa ppsvVod a .sthcd hood must b . Section X.CfforiaFrup5W.áLn1. Wbfla Nmnl Send and Ora va as itot Iied by NT? IAJ(C, cc OSIIAas cot rcMogmx. Qit(v.sflinm .ili) is bttd on tho NIP 3iiJ MRClisi of ontconga. Ths product onnuMa cota t % Quota Ibia iili W.1.NG: MinrW Sand and Aregolb or area of Its manuieir, co,dgbip cr.filtallim illk (quor) dun widch La moinio as $.sia oCCi1j(oJ.a ID caun cantor, This Wasnbsah mquiTed by uakc 1530.4 o(tho Cal ntis fl and Safety Code. -Section AbbivyiAdard ACCIR .ITlma C00t of G utLaduwiat Hyina OtiI Ar Scrico al Coo(Fadnei Rigulasion Cubic Poca ba's 'local AcY for Itzscirch cn Canon Cith4c Mete, Thedwid Lisnh Values DL )UUiam Mme Safety and Heais Mnibinilon WA I Not AnfiWe am Nnitai lovabu for Occupational SOTVW & Haft National Tosdemio' Prapom OaMOLUaW Safety and RoaM Mlclolfll5Licn NOTICE: 1k hfarmitlongresawdher& is bsa$ on 44a oxvideredto brsec4rae .aofthg date cfrsMioa ofthis Material Safe? Date Sheet. However, oDwasTudy UV r5t Tu, c.wrce, on isi'çlied, Ii mmdi attc iSo mcuracyarcisroluom thiS. fotcdate and ufciy bsfoamaiim in additlixi, -. :orbIffiy an be ..d by wadct for any dowgic oriajumy rtaking ftm aboarma) me, Om any rmne to us um peadlmm. cr6us iybaaith isborui Ibasaiw, cf the pbdid LAI t q General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA Concrete 6028/6029 Submittal No. 2-3 No. of Copies: 1 Resubmittal: YES NO Vulcan Prepared on: 1/23/13 Prepared by: Heather Barnhill 5374 Eastgarc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com Jnfo@palsd.com General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA Concrete CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. . Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result.in a complete, functional installation. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager PAL General Engineering 5374 Eastgatc Mall. San Diego, CA 92121. Phone 858-638-7.100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com . Info@palsd.com 0 '25.0mm (1") 100 100 - 100 19.0mm (3/4") 96 90-100 87-100 12.5mm (1/2) 79 ----- -- 9.50mm (3/8") 68 4.75mm (No. 4) 48 35-60 30-65 2.36mm (No. 8) 39 ----- -- 1.18mm (No. 16) 28 --- 600um (No. 30) 19 10-30 5-35 300um (No. 50) 11 .150um (No. 100) 6 75um (No. 200) 4.4 - 2-9 0-12 Result 0 Cont,ac* OperaUng Range Compane 9 S I VULCAN MATERIALS COMPANY- Western Division I Contractor: PAL Gen Eng January 23, 2013 Project: Palomar Airport Rd Plant: Vulcan Materials / Carroll Canyon Material: 3/4" Class II Aggregate Base (Recycled) This is to certify that Vulcan Materials Company, Western Division, Carroll Canyon, will supply 3/4' Class II Base (Recycled) to the above listed project and, that this product will conform to Section 26-1.02B of the 2010 State of California Standard Specifications. Sieve Size Percent Caltrans. lCaltrans Section Passing Section 26-1 .02B ' 26-1.028 Operating Rang e Contract Compliance Submitted by: Sand Equivalent 54' 25 Mm. 22 Mm. Durability 43 1 35 mm R- Value 82 78 mm This is a Recycled Material consisting of crushed Asphalt and Concrete. Wes Jacobs Technical Services Specialist WJ/SB If you should have any questions regarding this submittal please contact the San Dieqo ReQional Laboratory at (858) 547-4981. 10051 Black MouniWRiSan Diego, g (858) 547-91 drawg e approval b the Engines oi any shop or woing dW ( of any th Coniract plant or qipmnot) thali not in any way be dewed to releaSe conua0rh tu responSthY 101 complete and accurate peOrmNe the \Norc in accordco with the ConijaCt orawingS and Sp 5cat0IS- auth approvat release the ContraCtor 1mm any tiabity piaced upon tmbY any sion in te Form ol ContfCt. 0........REEC1ED!RESMIT AMEND AND RESUBMIT MAKE cORECTlONS NOTED NO EXCEciS TAKEN Contract Submitted by: . ' . - tUtt - Operating Range Compliance Sand Equivalent 55 25 mm. 22 mm. Durability Index 44 35 mm R- Value 82 78 mm .' . S S.) '• .5 . I VULCAN MATERIALS COMPANY -Western Division Contractor: PAL Gen Eng . January. 23, 2013 Project: Paiomar'Airport Rd Plant Vulcan Materials / Carroll Canyon Material: 3/4" Ciass II Aggregate Base :. ......S '5 . This is to certify that Vulcan Matenals - Company. Western Division Carroll Canyon will supply 3/4" Class U Aggregate Base to the above listed project and that this product will conform to Section 26-1-62B of the 2010 State of California Standard Specifications .5 . Percent . Section 26-1.028 Section 261.0213 . Sieve 'Size Passing.,Operating Range Contract Compliance . . .25 mm (1") 100 100 . 100 . 19 mm (3/4") 96 . 90.100 .'; 87-100 . 12.5 mm (1/2") . 73 --- -- 9.5 mm (3/8") 63 , 4.75 mm (No. 4) 52. 35-60 . 30-65 2.36 mm. (No. 8) 44 , : ' •. . -. 1.18 mm (No. 16). 35 ' . 600 urn (No. 30) 27 10-30 ' "5-35 '. 300 urn (No. 50)14, ----- ' --- . 150 urn' (No.100) 7 -- •, -- 75 urn (No. 200) 3.4 2-9 0-12 Wes Jacobs QC Technical Services ' WJ/SB If you should have any questiOns regarding this submittal please contact the Sari Diego Regional Laboratory at (858): 547-4981 * Please Note:,** NOT VALID IF ALTERED ** 10051 Black mountain Road f San Diego, CIlfornia 92126.' FAX (858) 547-9056 ' 5 -. U... • t ,, ¶ '" -'• ".' . S ' ' '" S S •.. S • I - S S. 5" ,••) 50•_ - .,.-"•,.. "...•."-•. •-- S t S - - - -S. •5_ O .•• 'City of Carlsbad 5950 El Camino Real Carlsbad, CA General Engineering Engineering Inc. Aggregate Base Type II CONTRACTOR'S CERTIFICATION: ' The undersigned, as representative of Contractor for the above Project, submits the following and certifies' Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. , Required -dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project S and will result in a complete, functional installation. ' Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager PAL General Engineering 5374 Easttrc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 , License No. 916931 • SB#57496 www.palsd.com • hifo©paisd.com .2" p - I.' 9 • I VULCAN MATERIALS COMPANY- Western Division I Contractor: PAL Gen Eng January 23, 2013 Project: Palomar Airport Rd Plant: Vulcan Materials / Carroll Canyon Material: 3/4" Class II Aggregate Base (Recycled) • This is to certify that Vulcan Materials Company, Western Division, Carroll Canyon, will supply 3/4" Class II Base (Recycled) to the above listed project and that this product will conform to Section 26-1.02B of the-201 0 State of California Standard Specifications. Sieve Size Percent Caltrans Caltrans Section Passing Section 26-1.02B 26-1.02B Operating Rang e Contract Compliance 25.0mm (1") 100 100 100 19.0mm (3/4") 96 90-100 87-100 12.5mm (1/2') 79 9.50mm (3/8") 68 --- 4.75mm (No. 4) 48 35-60 30-65 2.36mm (No. 8) 39 -- -- 1.18mm (No. 16) 28 -- 600um (No. 30) 19 10-30 . 5-35 300urn (No. 50) 11 ' 150um (No. 100) 6 -- S 75um (No 200) 4.4 2-9 0-12 Contzacl Result Opezathig Range Compnne [Sand Equivalent . 54 25 Mm. 22 Mm. Durability 43 35 mm R- Value 82 78 mm Submitted by: jThis is a Recycled Material consisting lof crushed Asphalt and Concrete. Wes Jacobs Technical Services Specialist WJ/SB If you should have any questions regarding this submittal please contact the San Diego Regional Laboratory at (858) 547-4981. 10051 Black Mountai''" n Rd, San Diego, CaIlfori2i)I s,00p DRAWING " (858) 547-91 ny e eppr0 b the Engineer oi any shoP 01 woddng (o ol a th CofltT8Ct0 pt3rk or equipment) pment) th811 not in any way be deed t0 1ese Contr000° tu respOnsb icomPtete and accurate pe0fl' 09, the ec . such approva' release the Ctt(3CtO1 Item any liability pieced upon turn by 3flY O* V'Ior' in accordance with the Contract Drawings and Sph0 t48ithe1 in in tle Form o Contract. 0........REJECTED!RESUEMIT ,MEND AND RESUBMIT G [3 ......MAKE. ORECTIOS NOTED NO EXCEP1CNS TEN I' VULCAN MATERIALS COMPANY- Western Division •• Contractor PAL Gen Eng January 23 2013 Project Palomar Airport Rd Plant: Vulcan Materials / Carroll Canyon .' Material 3/4" Class II Aggregate Base I - This is to certify that Vulcan Matenals Company Western Division Carroll Canyon, will supply 3/4" Class II Aggregate Base to the above listed project and that this product will conform to Section 26-1.02B of the 2010 State of California Standard Specifications Percent flSection 26-1.02B Section 26-1.02B Sieve Size Passing I Operating Range Contract Compliance 25 mm (1') 100 100 100 19 mm (3/4") 96 '' 90-100 . 87-100 ' 12.5 mm (1/2") 73 9.5 mm (3/8") .63 ---, - . 4.75 mm (No. 4) 52 35-60 30-65 2.36 mm (No. 8) ' 44 1.18 mm (No. 16) . 35 ----- --- . 0 600 urn (No. 30) 27 , 10-30 ' 5-35 300 urn (No. 50) 14 150 urn' (No. 100) 7 --- ' --- 75 urn (No; 200) 3.4 .2-9 ' .0-12 Contract Submitted by: - . . . -. result Operating Range Compliance Sand Equivalent ' 55 25 mm. . 22 mm. Durability Index 44 35 mm ' • R- Value 82 ' ' 78 mm Wes Jacobs QC Technical Services ,' S WJ/SB If you should have any questions regarding this submittal please contact the San Diego Regional Laboratory at (858)' 547-4981 * Please Note:,** NOT VALID IF ALTERED 1 10051 Black mountain Road,Saniego, California 92126 • FAX (858) 547•9056 .•.• _•'•vv-, t - •• I r -.5. IL. p 6 I VULCAN MA TERIALS COMPANY - Western Division. I Contractor: PAL GenEng . January 23, 2013 Project: Palomar Airport Rd 'Plant: Vulcan Materials / Carroll Canyon Material: 3/4" Class II Aggregate Base (Recycled) This is to certify that Vulcan Materials Company, Western Division, Carroll Canyon, will supply 3/4" Class II Base (Recycled) to the above listed project and that this product. will conform to Section 26-1.0213 of the 2010 State of California Standard Specifications. Sieve Size Percent Caltrans . Caltrans Section Passing Section 26-1.02B 26-1.02B Operating Range Contract Compliance . S 25.0mm (1") 100 100 100 19.0mm (3/4') . . 96 90-100 87-100 12.5mm (1/2) 79 ----- 0 9.50mm (3/8') 68 ----- . . ---- 4.75mm (No. 4) 48 35-60 30-65 2.36mm (No. 8) 39 .--- 1.18mm (No. 16) ------ . ----- . . 28. . . 600um (No. 30) 19 10-30 5-35 300um (No. 50) 11 . ---- 150um (No. 100) 6 ---- --- 75um (No. 200) 4.4 2-9 0-12 comw . ramnnnnra Sand Equivalent . . 54 25 Min. 22 Min. Durability 43 35 mm I R- Value 82 78 mm Submitted by: This is a Recycled Material consisting of crushed Asphalt and Concrete. Wes Jacobs Technical Services Specialist WJ/SB If you should have any questions regarding this submittal please contact the San Diego Regional Laboratory at (858) 547-4981. I * Please Note: ** NOT VALID IF ALTERED. 10051 Black Mountain Rd, San Diego, California 92126.Telephone (858) 547-4981 .FAX (858) 547-9056 0 I V V • C; VS - . VVV I V 4 V• V.-. SVV VS V - - V .5; 4.. V. -. V • - V.-. I 1 I. V V •• V - • V • V • V • V. /. V t V • - V4 I VS • - • • - V . - V - V ,. • V. 4. V • • • _V V V• V. . _ V V V • V - 4V • V ., - s, - V... L5 V -V V &V . A - - V. • V V ) V,5••'••• -• :- V V S -- .. V V 4...- V V V V • - V •, V VS VSV V - V - • - V . .4- S _'• • V 4 V. V , V - V • • 5.) • • V •• V. 'V. .4 (V V V f - 4_V VV • '. S - •_ V-V ' V • V - .5 V •' V "5 V_ - V V V. .4 . V S -- V • VIVIV V,V , V - - . - ' •V% V V * V 4 5 . . - - I I V V • V V •V " •. -. I. H 0 0 General Engineering Inc. City of Carlsbad 0 5950 El Camino Real 0 Carlsbad, CA 0 Aggregate Base Type, ll •0 CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project, submits the following and certifies. Submittal has been reviewed and it is complete and conforms with requirements of contract Documents 0 except àsnoted. 0 0 0 0 Required dimensions have been field verified and are acceptable for installation of proposed products and 0 construction of proposed work 0 0 0 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project 0 •and will result in a complete, functional installation. 0 0 • 0 0 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. • 0 0 0 0 Khader Safi • 0 0 • Project Manager• 0 0 PAL General Engineering • 0 0 0 0 • 0 •-. 0 • 5374 Eastgatc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858_6387102 License No. 91693.1 SB#57496 www.paIsd.com 0 Info@pa1sd.com I VULCAN MATERIALS COMPANY — Western Division I Contractor: PAL Gen Eng January 23, 2013 Project: Palomar Airport Rd Plant: Vulcan Materials / Carroll Canyon Material: 3/4" Class II Aggregate Base This is to certify that Vulcan Materials Company, Western Division, Carroll Canyon, will supply 3/4" class ii Aggregate Base to the above listed project and that this product will conform to Section 26-1.02B of the 2010 State of California Standard Specifications. Percent Section 26-1.0213 Section 26-1.02B Sieve Size Passing Operating Range Contract Compliance 25 mm (111) 100 100 100 19 mm (3/4") 96 90-100 87-100 12.5 mm (1/2") 73 ----- --- 9.5 mm (318") 63 . ---- 4.75 mm (No. 4) 52 35-60 30-65 2.36 mm (No. 8) 44. --- ---- 1.18mm (No. 16) 35 600 urn (No. 30) 27 10-30 5-35 o 300 urn (No. 50) 14 ----- ------ 150 urn (No. 100) 7 ---- 75 urn (No. 200) 3.4 2-9 0-12 Submitted by: Wes Jacobs QC Technical Services WJ/SB If you shouldlhave any questionsgjr4t San Diego R4gional Laboratory qW Contract roe, sit fl.,&..,.. D,nna rnn,nlinn,,a Sand Equivalent 55 25 mm. 22 mm. Durability Index 44 1 1 35 mm R- Value 82 78 mm REVIEW I5dU no, tn any way be deemed toretéaseT 056 [Cororactor t;.m full responsibility fororneinj Mt&926L$58) 5 -9 iI8t ' •wthotntatn raVatcI àndpecmfmcadons neither shall such approval re;easo the Contractor from any liaiility placed upon him by any provi-on in the Form. of Contract. • 0. REJECTED/RESUBMIT 0. AMEND AND RESUBMIT 0. MME CORAECflONS NOTED NQCEPTIONS TAKEN 0 'c 'V t - - q : • • 0';ii 3 tit t t.3 •. - - 4 u' :-4 -. • c•.; ri R1 • •• - • S TT :L 0- 0 (5 PALOR January 23, 2013 PAL Gen Eng Project: PalomarAirport Rd To whom this may concern, As per your request, we are submitting the attached concrete data sheet(s) containing Palomar Transit standard mix design(s) for your approval for the above-mentioned project. The cement will be in accordance for ASTM C 150, Type I1/V, low alkali. The .aggregates and ready mixed concrete will be from sources as indicated on the- data sheet(s). The Fly Ash will be in accordance for ASTM C 618-05, Class F Ash. Each mix, can be expected to produce concrete meeting the acceptance criteria of ACI 318-11, paragraph 5.3, for the respective compressive strength as indicated provided the. design slump and/or water/cement ratio is not exceeded. Concrete aggregates for the design shall meet requirements of ASTM. C33 for normal weight aggregates. Vulcan Materials Ready Mix Plants will meet the qualifications of ASTM C94/C 94M. Respectfully Submitted, Testing Laboratory Carroll Canyon Plant-San Diego Lab Enclosure attached S S GREEN-S AL OMA '• TJIR NRMCAW National Environmental Stewardship Recognition Customer: PAL General Engineering Coarse Agg. Source: Vulcan Materials Project: Palomar Airport Rd Carroll Canyon Plant Location: - Oceanside Fine Agg. Source: Vulcan Materials Mix Design # .203202CD Pacific Aggregates Design Slump: 4.00" Specified Strength: 3,250 psi @ 28 Day Water/Cement Ratio: 0.57 Sack Content: 6.0 Fly Ash Content: 0% . Unit Weight, pci: 147.9 . . . . MATERIAL: Specific S.S.D. Weight Yield Gravity Per Cu. Yd. . Cubic Feet Cement: 3.15 565 Lbs . 2.87 Fly Ash: 2.20 0 Lbs . 0.00 I" x #4 Agg 2.60 1433 Lbs . 8.83 3/8" x #8 Agg 2.59 340 Lbs 2.10 Fine Agg. ' . 2.67 , 1330 Lbs ' 7.98 Water: 39 gal. 1.00 325 Lbs 5.21 Air Percentage. 0.00% . 0.00 Admixture Type: oz/cwt ' . 0.00 . ' 0.0 ' ' -- 0.00 ' ' 0.0 - , 3,993 Total Lbs. 27.00 Total Cu. Ft. ' Mechanical Analysis: Percent Passing U.S. Standard Sieves. Sieve Size , 1.5" 1" 3/4" 1/2" 3/8" #4 48 #16 #30 #50' #100 #200 Abs. F.M. I" x #4 Agg 46% 100 , '100 , 93 29' 8 1 1 0 0 0 0 -0.0 318"x#SAgg' ' 11% 100 100 100 100 90 15 5 1 0 . 0 0 0.0 Fine Agg. 43% 100 100 100 100 . 100 99 87 60 35 15 6 3 1Comb. Grade. ' 100% 100 100 97 67 56 45 38 26 15 6 3 1 Note: 565C3250P City Mm 4" Line The above mix design is based on the consideration that the compressive strength results will equal or exceed the strength shown above when cylinders are taken, handled and cured in accordance with ASTM (C-3 I). If the correct procedures for testing are not followed, or if the water! cement ratio is exceeded, this mix as shown above cannot be expected to traduce the desired properties. Vulcan Materials will not be responsible for performance If this mix is modified or reproduced without authorization.. This mix design may not be reproduced or distributed without use express permission of Vu/can Materials or it's. subsidiaries (Palomar Transit Mix). A,.' violation oft/i/s condition will be hi violation of C'opyrighl lows. Submitted by Date 1-23-13 Copyright 2010 all sights reserved, Vülcan Materials Company, Western Division Southern California Technical Services - 1(5151 BLACK MOUNTAIN ROAD-SAN DIEGO. CALIFORNIA 52021.TELEPHONE 11511 547 45111.FAX 115115.17 i1O5(, 1 0 PAL, GR NRMCA EEN \ (tlir 'lUll Liniioiz,,ii,iul .UIl.11, llii' li,.'L', '.!llF! IU Contractor: PAL Gen Eng Coarse Agg. Source: Vulcan Materials Project: Palomar Airport Rd Carroll Canyon Plant Location: Oceanside Fine Agg. Sources Vulcan Materials Mix Design # 202502CD Pacific Aggs WCS Design Slump: Specified Strength: Water/Cement Ratio: Sack Content: Fly Ash Content: Unit Weight, pcf 4.00" 2,500 psi @ 28 Day 0.62 5.5 0% 147.0 In MATERIAL: Specific S.S.D. Weight Yield Gravity Per Cu. Yd. Cubic Feet Cement: 3.15 520 Lbs 2.65 Fly Ash: 2.10 0 Lbs 0.00 V I" x#4Agg V 2.60 V 1470 Lbs 9.06 3/8" x #8 Agg 2.59. 322 Lbs V 1.99 , Fine Agg. V 2.64 1333 Lbs 8.09 Water: 39 gal. 1.00 325 Lbs V V 5.21 Air Percentage 0.00% - V 0.00 Admixture Type: oz/cwt 0.00 0.0 V . 0.00 V 0.0 -- V 0.00 V 0.0 V - V V 3,970 'Total Lbs. V 27.00 Total Cu. Ft. Mechanical Analysis: Percent Passing U.S. Standard Sieves. V Sieve Size 1.5" 1" 3/4" 1/2" 3/8" #4 #8 916 #30 #50 #100 #200 Abs. F.M. Mat.% V 1"x#4Agg 47% 100 100 93 29 8 1 1 0, 0 0 0 0.0 3/8"x#8Agg 10% 100 100 100 100 90 15 5 I 0 0 0 0.0 Fine Agg. 43% 100 100 100 100 100 99 87 60 35 15 6 3 V Comb. Grade. V 100% 100 100 97 67- 56 44 38 26 15 6 3 1 Note: 520C2500 City Mm 4" Line The above mix design is based on the consideration that the compressive strength results will equal or exceed the strength shown above when cylinders are taken, handled and cured in accordance with ASTM (C-3 I). If the correct procedures for testing are not followed, or if the water/ cement ratio is exceeded, this mix as shown above cannot be expected to V V V produce the desired properties. V V V Vulcan Materials will not be responsible for performance if this mix is modified or reproduced without authorization. This mLx design may not be reproduced or distributed without the express permission of Vulcan Materials or it's subsidiaries (Palomar Transit Mix). Any violation of this condition will be in violation of Copyright laws. Submitted by V V Date 123T13 . V V Copyright 2010 all dghts Vulcan Materials Company, Western Division Southern California Technical Services 10051 BLACK MOUNTAIN ROAD-SAN DIEGO. CALIFORNIA 92021.TELEPHONE 858 547 4981•FAX 858 5479056 ( - S / / S I . ) 4 : - cAL?ORTLAND 9350 OAK CREEK ROAD, MOJAVE, CALIFORNIA 93501 I TEL (661)832 3700, FAX (661) 824-4908 Manufacturer's Certification We hereby certify that This Type 1/1IN Low Alkali cement, sourced from US. CA. Moiave, supplied to you has been manufactured in accordance with and meets the standard requirements ofASTM C 150 specification for TYPE I, TYPE I! and TYPE V cement. Following are the average chemical and physical data from December 3, 2012 to December 31, 2012: Report Date: January 22, 2013 ASTM C150 Requirements Chemical Analysis TYPE I TYPE Ii TYPE V MOJAVE Additional Data Requirements Requirements Requirements TYPE 1W Limestone AnalysIs Silicon dioxide (SiO2), min,% - -- - 20.4 1.2 Aluminum oxide (A1203), max,% -- .. 6.0 - 3.5 0.4 Ferric oxide (Fe203), max,% (Note 2) -- 6.0 - 3.6 0.3 Calcium Oxide (CaO), % .;{ 55.4 Magnesium oxide (MgO), max,% 6.0 - 6.0 6.0 2.8 1.6 Sulfur trioxide (S03), max,%; (Note 1) 3.0 3.0 2.3 2.8 0.1 Loss on Ignition, max,% 3.0 . - 3.0 3.0 2.4 Insoluble residue, max,% 0.75 1 . 0.75 0.75 0.59 Base Cement Phase Alkalies(Na20+O.658K20). max,% 0.60 1 0.60 0.60 0.58 Composition Tricalcium silicate (C3S) % - - - 51 53 Dicalcium silicate (US), % - - - 20 21 Tricalcium aluminate (C3A), max,%; (Note 2) - 8 5 3 3 Tetracalcium aluminoferrite (C4AF),% - --- - 11 11.. C4AF + 2(C3A), max,%; (Note 2) - - 25 17 CO2,% - -- - 1.3 limestone, rnax,% 5.0 5.0 5.0 3.2 CaCO3 in limestone, mm, % 70 70 70 92.9 Physical Data Air content of mortar max % 12 12 12 7 Passing 45um (no. 325) sieve, % . - 97.4 Blame Fineness, mm, m2/kg; 260!:? 280/- - 280/- 435 Heat of Hydration, C186, (callg), (Note 3) - - - 77 Autoclave expansion, max,% 0.80 0.80 ; "- 0.80 0.01 Compressive Strength min, MPa (psi) 3days 120 100 80 246 (1740) -'.4 (1450) (1160.) (3570) 7 days . 19.0 ' 17.0 15.0 31.1 (2760) (2470) (2180) (4520) 28 days *(from previous month) - - *210 40.3 - - *(3()50) (5850) Vicat, Initial set, min.-max., minutes . 45-375 ., 45-375 45-375 122 C 1038, 14 day max, % expansion (Note 1) 0.020 0.020 0.020 0.013 C 452,14 day max, % expansion (Note 2) - - 0.040 0.024 False Set, final penetration, min,% 50 50 50 71 Apparatus and methods used in this laboratory have been checked by the Cement and Concrete Reference Laboratory of the National Institute of Standards and Technology. A copy of the report detailing their findings is available upon request. Major Oxides are analyzed by X-ray Fluorescence Spectrometry. Note I: ASTM C ISO, Table .1, Note D, It is permissible to exceed the values in the table for SQ, content, provided it has been demonstrated by Test Method Cl 038 that the cement with the increased S03 will not develop expansion exceeding 0.020% at 14 days.. Note 2: ASTM C150, Table I, Note B, Does not apply when the optional sulfate resistance limit in Table 4 is specified. Note 3: ASTM CI 50, Table I, Note H: For Informational Purposes Only Charles T. Wright Jr. - Quality Control Superintendent fl Hanson Prepared on: 01/23/13 Prepared by: Heather Barnhill 5374 Easrgatc Mall. San Diego, CA 92121. Phone 858-63-7 100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com lnfopalsd.com p:.. . . . . General Engineering Inc • City of Carlsbad . . . . . . 5950 El Camino Real Carlsbad, CA . . . . Aggregate Rasei Type II CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submitta1-has-been reviewed and it is complete and conforms with requirements of Contract Documents except asnoted . . . : . . .. Required dimensions have been field verified and:-are acceptable for installation of proposed products and: construction of proposed work. . . . . . .. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. . . . . . . . Submittal has been coordinated with other submittals and work and proposed products and constrUction . •• Will properly interface with other construction. . • • •• . • • •\ • • khader Safi . • . . • . • . . • . • : Project Manager • • . . . • • • • PAL General Engineering . • . : . • 5374 Eastgitc MaIL San Diego, CA 92121. Phone 858-638-7l00. Fax 858-638-7102 License No. 916931 S13#57496 www.palsd.com lnfopaisd.com - . - .:.::I::. :j,::: .. . - .. . . .• .. .. • P :... General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA Aggregate Base Type II 6028/6029 Submittal No. 4-3 No. of Copies: 1 Resubmittal: YES NO Aggregate Base Type II Hanson Prepared on: 01/23/13 Prepared by: Heather Barnhill • 5374 Easticc Mall. San Dico, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 S13#57496 www.palsd.coni • Infopalsd.com fl P S General Engineering Inc. " , . S ' 5. 5 • City of Carlsbad 5950 El Camino Real Carlsbad, CA ,, ' ' S 5 •. ' S : ' Aggregate Base Type II CONTRACTOR'S CERTIFICATION The undersigned, as representative' of Contractor fo'the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents, except as noted. Required dimensions have been field verified and, are acceptable for installation of proposed products and construction of proposed work. S ' ' ' . S , •. S Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation.. Submittal has been coordinated with other submittals and work and proposed. products and construction will properly interface with other construction. Khader Safi Project Manager. PAL General Engineering S S ' ' S '• 5 , 5374 Easrgate Mall. San Diego, CA 92121. Phone 858-638-7100. FaN 858-638-7102 5 License No. 916931 SB#57496 - wwvpa1sd.com Lnfo@palsd.com - ....................:'H 20. I •ou S... January 14. 2013 •°Hanson Hanson Aggregates West Region San Diego! Los Angeles P0 Box 92163 Sand Diego, CA 92163 SANTEE CLASS II BASE AGGREGATE Tel 858 577-2782 The Santee Class II Base aggregate supplied by Hanson Aggregates possesses the typical physical characteristics summarized below. This aggregate is produced at the Santee Plant, Santee California. This material is to be considered within specification only at the Santee Plant. Percent Passing Section 26 Caltrans ,Santee (Class II Base) 100 100 98 76 90-100 71 45 . 35-60 34. 26 21 . 10-30 12 9 6.2 2-9 Gradation.- Sieve Size 25 mm (1") 19 mm (3/4") 12.5 mm (1/2") 9.50 mm (318") 4.75 mm (#4) 2.36 mm (#8) 2.36 mm (#16) 1.18 mm (#30) 0.3mm(#50) 0.15 mm (#100) 75 urn (#200) Eddie Chapman Quality Control Manager 82 41 47 0 Crry OF CARLSBAD this not e. The approval by the Engineer of any shop or working drawing (or of any drawing of the Cotracto?s plant or equipment) shall not in any way be deemed to release the Contractor from full responsibility for complete and accurate performance of the Work in accordance with the Contract Drawings and Specifications. Neither shall such approval release the Contractor from any )!ability placed upon him by any provi- sion in the Form of Contract. 0 ........ REJECTEDIRESUBMIT 0........AMEND AND RESU8MT . R-Value (Cal Test 301) Durability Index (Cal Test 229) Sand Equivalent (Cal Test 217) Plasticity Index (AASHTO T90) Should you have questions regard hesitate to call your Sales Represent HANSON AGGREGATES fled on the date of actual prodUction or when the ti t These data have been developed on the basis of infoation and tests!eals I e 0 sJa * The Maximum Density and Optimum ' . representative of the materials to be used. All test have been made in .... ALL WARRANTIES, EXPRESSED, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON AGGREGATES' STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE ASSUMED BY THIS CORPORATION. • I S S '-.&. i:.,*.t? ,... : - S ou ... * . Hanson. w January 14. 2013 Hanson Aggregates West Region San Diego! Los Angeles P0 Box 92163 Sand Diego, CA 92163 Tel 858 577-2782 SANTEE CLASS II BASE AGGREGATE The Santee Class II Base aggregate supplied by Hanson Aggregates possesses the typical physical characteristics summarized below. This aggregate is produced at the Santee Plant, Santee California. This material is to be considered within, specification only at the Santee Plant Gradation: Percent Passing Section 26 Caltrans Santee . (Class II Base) Sieve Size . 25 mm (1') 100 100 19 mm (3/4") 98 12.5 mm (1/2") 76 90-100 . 9.50mm(3/8"). 7.1 . 4.75 mm (#4) 45 .. 35-60 2.36 mm (#8) 34 . 2.36 mm (#16) 26 . ., 18 mm (#30) 21 .. . 10-30 0.3mm(#50) 12 . . 0.15mm(#100) 9 . 75 urn (#200) 6:2 . 2-9 R-Value (Cal Test 301) . 82 . . . . . Durability Index (Cal Test 229) 41 Sand Equivalent (Cal Test 217) 47 . Plasticity Index AASHTO T90) . . .-• CITY OF CARLSBAD Should you have questions regardiF e. is aggrega paIJhNpJis.eE'db not hesitate to call your Sales Representa . . . • nrovai by the Engineer of any shop or worlong awing (or y drawiM t act s plant or equipment) shall not In any way be deemed to re se e HANSON AGGREGATES contractor from full responsibility comp performance 0tthe ings and Specifications. Neither shah VvorK in accordance with the Contiaci Draw placed upon him by any-PrOW such approval release the contractor from any liability sion in the Form of Contract Eddie Chapman Quality Control Manager REJECTED!RESUBMIT . . -. • . AMEND AND RESUBMIT * ECTI~0 NOTE The Maximum Density and Optimum r1tire eDrified on the date of actual production or.when the tet aced. . / /i,_• These data have been developed on the basis of information and tests ffl)aterials i e 0 isJa . re-a representative of the materials to be used. All test have been made in ALL WARRANTIES, EXPRESSED, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON AGGREGATES' STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE ASSUMED BY THIS CORPORATION. - .-- 4 , -'S 5 - . -5 ' • S - -*.,-_• •, •*4 '*4 ,S •' : t J 4-''fl S ', 0 . '• '- ' 'T ;to k low m t :Yi 1f IV-S r- 1 • 0 1;, i0:4 0 _ 0 0 b - - • - 0 L3 j 0 fj - 0 - 0 5 0 City of Carlsbad.. 5950 El Camino Real Carlsbad, CA .A0 General Engineering Inc. Aggregate Base Type II 6028/6029 Submittal No. 4-2 No. of Copies: 1 Resubmittal: YES NO Aggregate Base Type II Vulcan Prepared on: 01/24/13 Prepared by: Heather Barnhill 5374 Eastgatc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com . Info@palscl.com t I I P '~, 0 ~~A >0~00P General Engineering Inc. 00 City of Carlsbad 5950 El Camino Real Carlsbad, CA Aggregate Base Type II CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. / - 4. Fabrication processes and construction methois proposed in this submittal are acceptablefor this Project and will result Jn a complete, functional installation. . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. - Khader Safi Project Manager PAL General Engineering 5374 Eastgtc Mali. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 - SB#57496- www.palsd.com Infopalsd.com 0 City of Carlsbad 5950 El Camino Real Carlsbad, CA P~400 ~AOOWO I General Engineering Inc. Aggregate Base Type II 6028/6029 Submittal No. 4-3 No. of Copies: Resubmittal: YES NO S.. Aggregate Base Type II Hanson Prepared on: 01/23/13 Prepared by: Heather Barnhill 5374 Eastgatc Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com . info@palsd.com .. City of Carlsbad 5950 El Camino Real Carlsbad, CA General Engineering Inc. . Aggregate Base Type II CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been field verified and are acceptable for installation-of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. S . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. S • • S Khader Safi S Project Manager .. S PAL General Engineering 5374 Eastgre Mail. San Diego, CA 92121. Phone 858-638-7100. Fix 858-638-7102 License No. 916931 • S13#57496 • www.palsd.com Infopalsd.corn E 1:10 ...' fl January 14. 2013 U Hanson Hanson Aggregates West Region San Diego/ Los Angeles P0 Box 92163 Sand Diego, CA 92163 Tel 858 577-2782 SANTEE CLASS II BASE AGGREGATE The Santee Class II Base aggregate supplied by Hanson Aggregates possesses the typical physical characteristics summarized below. This aggregate is produced at the Santee Plaht, Santee California. This material is to be considered within specification only at the Santee Plant. Gradation: Percent Passing Section 26 Caltrans Santee (Class II Base) Sieve Size 25mm(1") 100 100 19 mm (3/4") 98 12.5 mm (1/2") 76 90-100 9.50 mm (3/8"). 71 4.75 mm (#4) 45 35-60 2.36 mm (#8) 34 2.36 mm (#16) 26 1.18 mm (#30) 21 10-30 0.3mm(#50) 12 0.15mm(#100) 9 75 um (#200) 6.2 2-9 R-Value (Cal Test 301) 82 Durability Index (Cal Test 229) 41 Sand Equivalent (Cal Test 217) 47 Plasticity Index (AASHTO T90) 0 Should you have questions regarding this aggregate material, please do not hesitate to call your Sales Representative. HANSON AGGREGATES Eddie Chapman Quality Control Manager * The Maximum Density and Optimum Moisture Content should be verified on the date of actual production or when the test strip is placed. These data have been developed on the basis of information and tests of materials submitted to this laboratory which are assumed to be representative of the materials to be used. All test have been made in compliance with current ASTM or applicable methods of testing. ALL WARRANTIES, EXPRESSED, IMPLIED OR STATUTORY, ORAL OR WRITTEN ARE EXCLUDED EXCEPT AS SET FORTH IN HANSON AGGREGATES' STANDARD TERMS AND CONDITIONS OF SALE. NO LIABILITY ARISING OUT OF THE USE OF THESE DATA WILL BE ASSUMED BY THIS CORPORATION. 90 General Engineering Inc City of Carlsbad 5950 El Camino Real 0 Carlsbad, CA 0 0 0 - •0 - RCP Pipe - CONTRACTOR'S CERTIFICATION:: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submitial are acceptable for this Project and will result in a complete, functional installation. S. Submittal has been coordinated with Other submittals and work and proposed products and construction •0 will properly, interface with other -construction. 0 0 0 Khader Safi 0 Project Manager PAL General Engineering 0 • • 0 • 0 • 5374 Eastgre MtU. San Diego, CA. 92121. Phone 858-638-7100. Fax 858-63S7102 0 • License No. 16931 • SB#57496 - www.paId.corn Info@palsd.com I 9 Material Safety Data Sheet May be used to comply with • OSHAs Hazard Communication Standard. 29 CFR 19101200. Standard must be consulted for specific requirements. IOEH11TY (As Used on Labd and L U.S. Depactniertt of Labor r Occupational Safety and Health Adntriio (Non-Mandatory Form) Form Approved OMB No. 1218-0072 We: Blank spaces am not pevmittod if any item is not pkflbl9 o r no is ava1eb.a Me pace must be nwkei to hzft&fq- Mat: Sectioni .. Miutaurers Name 0 Rialto Concrete Products, Inc. 909 822-0200 ijess (Number, Sheet Cily. State, ad ZIP Code) Telephone Number for Irifoma5,n 2250 W. Lowell St. . 909 822-0200 Date Prepared Rialto, CA 92377 //.-,,__, ..-, - Signature of Preparer opon P.O. Box 398 Rialto CA 92377 - / .. •. - ....................................... . . . . . . . . . . . . 10L 3........--.--_.- ................... s1u -2 fl, C.UJ:-j 1.i ..1 :.......... :..............••••'.•.••.•:•.••'••••.•.I.•.i:i........ -- - - - - I I', Ot]i::J.ss O.tid rti. rpct t.r1 'Ca 0 /t. - ................................-- •- ..............- -- sc-Claon V flcactvitj Data Stability UntsbIe ditions to void Stable I x None incompatibility (Materials to Avoid) None 0 ttazacdous Decomposition or Byproducts - - None -. Hazardous May Occur Conditions to Avoid Poyiuerzati3fl - - - - - - - Will Not Occur S - X N.one - [] Section VI - Health Hazard Data Route(s) of CnLry - tnhalatbn? - - Yes Shin? - - No - - - - Yes Health Hazards (Acve and Cltmnk) Sawing or grinding_ -reult in re1ease of dust particles which may: .ACjjte: 17,au.sC, ni.i.nor irritation of the P-ye or nose. Chronic: Result in Lf. OX oed OeXesS3.J2- iounts 1orpro.ionfd p ty l4Tf7 . iJC (7ts7 it? No 0;f 5 0*• I:-- V .• . s :: .. •' . '. .L.:.Li:sLi;o ir.i:;L )iCt Ii it cri V S (EUtilrl iJr( - 0 0 .. ) J' 'S )'-'• i ..;1ti1 Cl 5i •.t:: . .- . .rr 55 0 . 0 II i l & -s w]n.-ttw fl1,iidLfl ''- uiii w:c. .t1i:iNG '; iicci (&th'' - II -.5 ft/A C — —• -. ,'—,-- rr oi Or standard prothrc!tine includes'a Ia I arrge ot 5) bevel pipe In 4andBlay lengttrs. 1Ll.M - 1 Al- Pine strengths are tested on a regular basis to ensure that design Otoad requirements are met. Testing is done in accordance with the ASIM C-497. OURCE] G EJIi cialty Produc Our prOJitcttmeet the toflowing applica le S cit ications: Calirans . Standard Specifications for Public Work oflstruction (Greenbook) LOs Angeles County SERVICE': Sufficientlhentory of Standard-Size PIpe to Meet Needs of Smaller JoLts High-Ptoduction Machinery with Output Capable of Meeting Lay Schedules for Larger Jobs / / Sufficient OCtiVBFV Capacity to Respond to Specific JobRequiremems RCPCURVE INFORMATION FOR MORTAR JOINT ANII,RURBERGASK(T PIPE Sfdard Radius: - 22.5 Feet - •i'Joints with 5° Bevel Both Ends 45 Feet — 4'ioints with 50 Bevel on One End 90 Feel. - 8'Joints with 50 Bevel on One End Non-standard radius curves can he achieved using a combination of the above. Curves less than 22.5 feet may require collars at the joint. All sizes of rubber gasket pipe single bevels are beveled on the spigot end. Mortar joint pipe 1 S'through 84" single bevels are beveled on the bell end. Diameters 90" and larger are beveled on the spigot end. Pipe diameters 12'and 15" are available in 8'straiçjht lengths only. Double bevel rubber gasket pipe are not available in some sizes. MEMBER OF THE KTl, INC.. GROUP OF COMPANIES R'tteFlr Salesman-Layout 1 12/29/09 1254 PM Page 2 . . ' .N6tI11'Wç1 I - . FWE.jWALL,jI.. PIPE, .; JOINT' 'lBSi. 'LBS.,. 'BS71''18'J0lNIS,:': M-"4'JOlNTS'" DEPTH FOOT jOINT JOINT JNTS LF/ LBSJ JNTS LF/ LBS/ LOAD' LOAD LOAD- LOAD 'LOAD LOAD. 12 '2-' .' 16 ' 2 "388 776.'. '60 -480' 46560 "N/A' AN/A "N/A 15 :',Jj -19-1/2; .11/2 '130 "520 ' 1040 .45.' '360 .46600' WA N/A ' N/A" 18.- 21/2 "'.23" 2.1/2' .'175: '700 .1400., '33 •.264 .46200 43 "172 30100' 24.- 3:30.. .3' .278 '1112 2224 21 .168. .46704. ::32 .-128'. 35564. 30.' 3.1/2' '37' '.. 31/2' "397 1588 3176 " 14' 112 . 44464 .'26" 104 41288' 36. . 4.. 44 .. 3.. 552. 2208 4416 .10 80-. .44160- '.12' .48:' 26496. - .42' .41/2 ;r51 .4 73V 2924.5848' 8": 64 46784, '10. -40' 29240 "". 48 '. 558 r'4 1/4. 912 - .3648' .7296' 7777 - 48 . 43776 '.9 -'36' 32832' 54 5 1/2 V -65 4 -1/2 1 1086 IL 43441 BW -145 40' 1 43440 - 8". - 32 '.34752. 66, 6 1/2 79 5 112 1600 '6400'1.L12600 4 32 2O0 6 24 38400 72 - 7' 11 186 .. 5 1/2 11811 7244 14488 3 L . 24-' .43464 .-' S .20. i36fl0' 78 I '8 1/4 94 1/2 1 5 1/21,2410,1'9640 1 19280-11,2 1 16-.11,38560 • 4. .16" 36560 1, 100 . .5 1/2 1 2409 9636 1,19272. -'2. 16-'. 38544. 4 r r16' - 38544 PW WALL YFWc', JOINT ':,. 'VJOINTSt I.D. O.D. :OEPTH'FOffSET FOOT 4'.,'S'8', -.' JOiNT JOINT JNTS IF/ LBS / JNTS LF/ LBS / '' " '; i' f' LOAD LOAD LOAD 'LOAD LOAD LOAD" 21/4 '161/2' - 120 "N/A 9.60 :47 '376 -45320 WA' 'A . N/A - IS' 23/8 193/4 .33/4 -23/16' 150' 1-N/A '120(1, •38 . - 304 45600. N/A 'N/A -WA r.I8 .31/4 241/2 33/4 .19/36' 238 •'980. '1900 '25' '200 47500 735 . - 140.' .34300' 24;, '31/4 - 301/2 '37/8 ' 29/16 328 - .1460 '2620L17 .136 44540L .27 108 L. '39420- 30.' A1/2 ..- 37- 37/8 '1.15/16' 402 1720L 3220 - 14 . ;'112 45080 23 39560 36 - A. ' 44 ,.: - 37/8 23/16'. .560- .2440' 4480' .10 '80- 44800 19- '76 46360 - 42. '51/4 521/2 .45/8 3'" 905 .3780' .7240 '6 48 ' '434001 ''8 32 , 30240- - AS 53/4 591/2 4 1/4 '"None- • 1060' - 4240 8480 '.S-' 40 : '42400 8 ' - 32 33920" .54': 51/2 '65' .5. -'None, 1086 1 4344' '8688' 5- -40'' ;43440 -8. 32 34752' 60 '63/4 ' 73 1/2 51/4. ''NOW 1600' '4400' 12800 . 4-. .32 '51200 "6 ' 24 36400 66 61/2. - 79 - 51/2 '-None- 1490:' 5960 13920. 4 '32 - 47680' 6 - 24 35760' 72 7,3/4 871/2 51/2 None 2035 . 6140'. 36280 3 - '.24' 48840 "5 - 20 "40700. '-'78' '81/4 1 941/2 ' 6 '; None 2410''9640 19280 2: .16 38560' ''5 20 46200 '84 83/4 1 101 1/2 '.68 -None '24401 "10640 21280 2- - - 16 42560 :4. 16 - 142560' 90 91/4 11081/2 63/8 -None' -3070 - 12280' 24560 2 - '16 149120. '-'4 16 '49120 '-.96--. 9 L -.114' '6-1/4 . None'. 3180 12720 2 - .16:' 50860 ;4. .36 50880 .302 .101/4 122 1/2 6114 None" .3873: 15490- -30980 8 30980 '3'. ' 32. 46470 ':108. 103/4 129 1/2" "63/6-'' -P'4ono '4290' -17160 34320:. 8 34320- '.3 .12 53480; .114.' 111/4 1361/2 .63/8-. 'None'- 4,750 :19000" :38000 T., ', r&8 ,, "38000. 2,.. 8 3B000 1120 .'ll' 142" '61/2 "None' 4950 '19800 39600- ''1 .. ''8 .39600. ''2' . '8 39600' 27000 '144'S . 13 ' . 170.' i7T':, x ,N"T- 6750.1;27000. 54000' ri".' .:81 .54000 ..' I'''" 4-. ' -' --- - H. I :• .j -. ,. '.•"': 4fr. , -, . :. •.. I JOINT DETAIL . 0.608 +/-.036 .44 A4 JOINT 0.765" GAP +1- .046 44,, 0. D. Area =.268 JOINT ASSEMBLY 36 I.D. GASKET DETAIL I•° : '3 PROFILE GASKET PIPE ID.— PIPE 0.0.- BELL O.D. 40.716" 01 Co C4 W TONGUE END 41.616" 41.368" 36" 1.0. 44" O.D. BELL END NOTES: Water tight joints made in accordance with ASTM 5. Steel reinforcement not shown C76 I C443/ C361 & C655, Greenbook S 207.2 and 6. All dimensions subject to allowable Caltrans S 65 requirements specification tolerances and parameters Laying length is 8' 14' as required 7. Bevel pipe for 45' radius minimum Manufactured using Type tIN Cement Average Joint Gap is 0.04(1/?) . LBSI8'JNT=4480 LBSI4'JNT=2440 LBS/LF=560 SHIPPING INFO. I FULL TRUCKLOAD (8' JOINTS): JOINTS = 10 LF=80 WEIGHT= 4.4800 LBS PAYLOAD RIALTO CONCRETE PRODUCTS, INC. I 36" REINFORCED CONCRETE PIPE / PROFILE GASKET JOINT I 3011 NORTH LAUREl. / RIALTO, .CA92377 Job Name:. PAW ft 4ff Location:. ._JSCALE: N.T.S. bDRAWN BY: A. BARAJAS J 03600080000R000 I -- SHOP DRAWING REVIEW The approvI by the Ergraar of any shop cr working drawing (or of any drawing of It Con lors plant or Iir)rTBflt) i3441 not in any way be deemed to release the Contractor Irert Ml for corrLc and .acurate performance of the Ik in accordance with iha Cciitract )rawings and Specifications. Neither shall such approval release t1he Contractor from any liability placed upon him by any provi- sian in the Form of Conrect. . . . . .... o REJECTED/RESUBMIT AMEND AND RESUBMIT . 0.....AXE CORRECTIONS NOTED 0.4 PROFILE GASKET - 1, t26" .4 . Ad OINT GAP 37' O.D. JOINT ASSEMBLY 30" I.D. LBS /8' JNT = 3220 LBS/4JNT= 1720 LBSILF=402 SHIPPING INFO. / FULL TRUCKLOAD (8' JOINTS): JOINTS = 14 LF= 112 WEIGHT 45080LBS PAYLOAD CITY OF CARLSBAD. SHOP DRAWING REVIEW The approval by the Engineer of iy sflp or wCrkkf drawing (or of any d1aw1n9 of th ContraoT'S p'ant Cr CuipmE) 5I; I`,01 ary t daemed to release the ContractOl from tu responSibA: frI cofl'4. d curae per1omanCe of the Work in accordance with the UrriI1g nd Sp'cificOnS. Neither shalt svth approvol retea.e the Cør,trctCr from any 2biht placed upon him by any provI sion in the. Form of Contr. O.........REJECTED!RESU-Mfl .0........AMEND AQ ESUCMIT MAr CO -Fr TIONS t47, CD .. +1- 0.765" +/-.046 Area =268 GASKET DETAIL 3T"_ 34.216" 35.116" 34.868". 30"I.D. 37" 0.0. COTONGUE END BELL END NOTES: Water tight joints made in accordance with ASTM 5. Steel reinforcement not shown C76 / C443 I C361 & C655, Greenbook S 207-2 and 6. All dimensions subject to allowable Calirans $65 requirements specification tolerances and parameters Laying length is 8'/ 4' as required 7. Bevel pipe for 45' radius minimum Manufactured using Type UN Cement Average Joint Gap Is 0.04'(1M RIALTO CONCRETE PRODUCTS, INC. 30" REINFORCED CONCRETE PIPE / PROFILE GASKET JOINT ? 3011 NORTH LAUREL / RIALTO, CA. 92377 Job Nome. . SCALE: N.T.S. DRAWN BY: A. BARAJAS PWM - . Locotion:'.............. "": DATE:..7j24/201.2,.,.CF1ECKED BY: 03000080000R000 I '.•- , -:) . . ......, ,.,,... :. . ., .. . - :; •,. ': . .... ..,. ':. T. ............... - -, .0 JOINT DETAIL _____ _____________ PFILASK +1 036 JOINT 0. D. Area ..268 18' PIPE ID 18" ID. 24" PIPE 0.0. JOINT ASSEMBLY GASKET DETAIL 27%" BELL O.D. - I p I8fLY;i3%:O;:D E11 2% BELL END 8 NOTES: LBSI8'JNT - 1900 1.Watertight joints made j accordance A5 S C76 / C443 / C361 & C655, Greenbook S 207.2 and 6. All dimensions subiect to allowable : / ' JNT 980 2. Laying length is 8' /4' as required BS / LF = 238 Caltrans S 65 requirements specification tolerances and parameters SHIPPING INFO. / FULL TRUCKLOAD (8 JOINTS): 4. Average Joint Gap is 0.04 (1/2') . . L= WEIGHT = 47500 LBS PAYLOAD RIALTO CONCRETE PRODUCTS INC 3011 NORTH LAUREL / RIALTO, C& 92377 18 REINFORCED CONCRETE PIPE / PROFILE GASKET. JOINT Job Name Location DATE:7/24/201 I -- SCALE__-NfrS__'" (. _ CHEOlD"B'? ..1.L_O1800080000R000 UrWVt! • • The approval by lh E;aer c aiy hcp Cr worKin. drawing (or of any drawing f rr: ContractoS cra i wit. n in rtv way b deemed to release the Cor,tcacloi trcrn ftt io cctpl)C and accurate performance of the Work in accrdaici'witI iIf3 Cctrat 'Jrawings and Specifcltiofls. Neither shad such app!oval re!ese Contractor from any liability placed upon him by any provi- sian in the Fc.cm 0 Conact. . . 0....REJEC1iD!RESUBMIT • . . w . . 0........AMEND AND RESUBMIT • . S 0..........MAKE CORRECTIc-NS NOTED . .............!O XCPT(ON3 TAKEN • Pz- -.5 ' . .......... ....•••4_ .= •• IAILTO American NCTE C Assoclaticin oncrete Pipe • RODUCTS • January24 2013 CERTIFICATE OF CONFORMANCE PAL General Engineering 5374 EASTGATE MALL SAN DIEGO, CA 921.21 - Reference Palomar Airport Rd .& College Blvd Intersection Improvement Carlsbad This is to certify that the reinforced concrete pipe furnished by Rialto Concrete Products Inc will meet or exceed the requirements of ASTM Specification C655-07; and the State of California Standard Specifications, Section 65, including any recent changes or modifications thereof for the Class, or D-Load of pipe specified. This pipe also meets test criteria as set forth in Section 207-2 of the Standard Specifications for Public Works Construction 2009 edition and subsequent supplements. Rubber gasket pipe to meet ASTM C443.. MATERIALS FURNISHED: . JOINTS LF 36" 1500-D 1.50". SC. RG - .. . N/A ., 264 •.• .• •• • 30"2000-D 1.50" SC RG.. ,, N/A - • 180 30' 2000-D 1.50" SC . - N/A • • 140 . • 18" 2000-D 1.50" SC RG • • • • • N/A • 16. Totals • -. • .• ' • • 0 • 600 Pipe sizes, D-loads, joints-and foótages to'be confirmed upon receipt of sined plans • • • - and completion of Iaysheets. • • Agusti ara s • •• . • • . . . • -• • '• -. Technical & Engineering Services • • . . . .. ,. -. -' - - ' .. : • Rialto Concrete Products, Inc. - • • •- • •.:.'- •.. • -5 5- 5 . 5 5 • - p 5 5 •- 2 -.5 .-•.•.-.. 'S S • S • • • ,.•. . . • . - . . 3011' N. LAUREL AVE RIALTO, CA 92377 • pipc (909) 822200 °-FAX: (909) 822-9630 - 5. General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA RCP Pipe 6028/6029 Submittal No. 5-1 No. of Copies: 1 Resubmittal: YES NO RCP Pipe Rialto Concrete Products Prepared on: 2/5/13 • Prepared by: Heather Barnhill 5374 Eastgare Mall. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com . lnfo@palsd.com ... City of Carlsbad 5950 El Camino Real Carlsbad, CA 0 P/A I. General Engineering Inc. J .. RCP Pipe CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. Required dimensions have been field verified and-are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager PAL General Engineering • • 5374 Eastgire Mall. San Dcgo, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 • SB#57496 www.palsd.com Info@palscUcoin Material Safety Data Sheet May be used to comply with .OSHAS Hazard Communication Standard. 29 CFR 1910.1200. Standard must be consulted for specific requirements. U.S. Depafttwt of Labor Occupational Safety and Health Adminatrat ion (Non-Mandatory Form Form Approved OMB No. 1218-0072 0• IDENTITY (As Used an Lad arpd List) .J ?Me Stank spas a'v not peimittod If any item is not M*6Wbk, or CONCRETE MASONRY - ...................................................................................... Section V - Reactivity Data . Stability Ufl3tsbIe 1 Conditions lo 'Avoid Stable I x i None Incompatibility (Materials to Avoid) None Hazardous Decomposition or Byproducts None Hazardous f May Occur Conditions to Avoid Potytnerzaton Will Not Occur J X None Section VI - Health Hazard Data Route(s) of Entry: Inhalation? Skin? tnaztion? Yes No. Yes. Health Hazards (Acute and Chronic) ,rinding may result in release of dusLparti.cics_wkcjLmay: Acute: Cause !minor irritation of the eye or nose. Chronic: Result in ]YO.iOfl'r.i p 14TF? J C s? 1SEA ssit? No N o No - J. pIG iii imoRk • R[NG ' PIPE o WALL GRO SPACE — INT PIPESPECS GASKET PIPE SPECS 24 31/4 301/2 37/8 29/16 328 1460 30 31/2 37 37/8 402 20 36 4 44 2620 17 136 44540 27 108 39420 3220 14 H2 45080 23 92 39540 4480 80 44800 37/8 23/16 560 2440 10 19 76 44360 L 51/4 48 53/4 591/2 45/8 41/4 3 None 905 3780 1060 4240 1086 4344 7240 8480 _6_ 48 43400 - - 5 40 42400 8 32 30240 32 33920 54 iJLi 65 5 JL 5 -40 43440 8 - 32 34752 j 60 63/4 731/2 66 61/2 79 5 1/4 51/2 None None 1600 6400 1490 5960 12800 11920 4 32 51200 6 4 32 47680 6 24 38400 24 L72 73/4 871/2 51/2 _Js None' 2035 8140 16280 3 24 48840 20 40700 78 81/4 941/2 6 None 2410 9640 19280 2 16 38560 20 48200' E 83/4 101 1/2 LIPI 2 1L La 61/8 JLL None N 2660 10640 3070 12280 21280 24540 2 16 42560 4 420 - 4 - 16 42560 16 49120 96 9 114 [] 101/4 1221/2 61/4 61/4 None None 3180 3873 12720 15490 25440 30980 2 16 50880 1 30980 16 50880 12 46470 108 303/4 1291/2 []j 111/4 1361/2 [1 11 142 144 13 170 63/8 63/8 61/2 71/2 None Now None None 4290 4750 4950 6750 17160 39000 19800 27000 34320 38000 39600 54000 34320 38000 1 8 39600 1 - - 54000 2 - - 12 51480 8 38000 1 8 1 39600 4 1 27000 NOTES: All dimensions in inches. 90" Diameter and above supplied without gasket for mortar joint. Weights and joints per load are for estimating only. Actual load quantity may differ frorr. truck to truck. ALTO Sales Manager: Branimir Kovac RIALTO CONCRETE PRODUCTS CRETE Cell: 1714) 222-3610 (C#;0VU0~cArs 3011 NORTH LAUREL AVE. RIALTO, CA 92371-3125 TEL (909) 822-0200 FAX: 1909) 822-9630 MEMBER OF THE KTI, INC., GROUP OF COMPANIES ,- Our standard product line includes a full cange of 5. ;._,, .... .., bevel pipe iii 4 and 8 lay lengths I —•----.- . Pipe strengths are tested on a regular basis to ensure that design D-load requirements are met. Testing is done in accordance with the ASTM C-497. MUM JAL71T LUl l oncrete 4'i alty Pro QUALIT j Our products meet the following applicable specifications: .AST ..CalTrans.j .Standard Specifications for Public Works Construction (Greenbook) ;1• LbAngels County 11 - - ..$ERVICE. / . _ .• Sufficientlnientory of Standard-Size Pipe to Meet Needs of ) Smaller Jobs' 1/ / High-Production Machinery with Output Capable of Meeting Lay Schedules for Lrger Jobs // / Sufficient Deliver? Capacity to Respond to Specific JobRequirernetits - , 0 •'-1,..••___ - RCP CURVE INFORMATION FOR MORTAR JOINT AND RUBBER GASKET PIPE Standard Radius: _- 22.5 Feet - 4'Joints with 5° Bevel Both Ends --- 45 Feet - 4'Joints with 5° Bevel on One End 90 Feet - 8' Joints with 50 Bevel on One End Non-standard radius curves can be achieved using a combination of the above. Curves less than 22.5 feet may require collars at the joint. All sizes of rubber gasket pipe single bevels are beveled on the spigot end. Mortar joint pipe 18" through 84" single bevels are beveled on the bell end. Diameters 90" and larger are beveled on the spigot end. Pipe diameters 12" and 15" are available in 8'straight lengths only. Double bevel rubber gasket pipe are not available in some sizes. __ - •1 - We operate the largest fleet of pipe unloading trucks in Southern California. MEMBER OF THE KTI, INC., GROUP OF COMPANIES JOINT ASSEMBLY. 30" I.D. JOINT DETAIL I10.1 1" ±± PROFILE GASKET - 16 JOINT GAP 37" O.D. 0608" +/-.036 O.'765"- .+/-.046 .046 Area =.268 GASKET DETAIL 3Y2" —30' PIPE ID.- -37" PIPE O.D.- 40/8" BELL O.D. 1 50 34.216" 35.116" 34.868' .30" I.D. 37" O.D. TONGUEEND BELL END NOTES: Water tight joints made in accordance with ASTM 5. Steel reinforcement not shown C76 / C443 I C361 & C655, Greenbook S 207-2 and 6. All dimensions subject to allowable Caltrans S65 requirements . specification tolerances and parameters Laying length is 8'/ 4' as required . 7. Bevel pipe for 45' radius minimum Manufactured using Type IlIV Cement Average Joint Gap is 0.04'(1/2") 40E1111111110 LBS/8'JNT= 3220 . LBS/4'JNT = 1720 LBSILF=402 SHIPPING INFO. / FULL TRUCKLOAD (8' JOINTS): JOINTS14 LF112 WEIGHT = 45080 LBS PAYLOAD I RIALTO CONCRETE PRODUCTS, INC. 30" REINFORCED CONCRETE PIPE / PROFILE GASKET JOINT I 3011 NORTH LAUREL / RIALTO, CA. 92377 - I AD Job Name:. SCALE: N.T.S.. IDRAWN BY: A. BARAJAS I PMT NO. I Location:... - . DATE: 7/24/2012: CHECKED BY: . I. S . S .. ... S JOINT DETAIL - 16 0.608" +/-.036 - - -3y4 '+ +I06 PROFILE GASKET GAP 243"O.D. Area =.268 24' PIPE D. JOINT ASSEMBLY 18 I.D. GASKET DETAIL S —27%' BELL O.D.- 450 180 ONLY 1.922" r , . . . 22.616 1 50 4 4 27EE rQ 22.376 = -41 TONGUE END . BELL END 18"I.D. NOTES: . . - LBS/8'JNT= 1900 1. Water tight joints made in accordance with ASTM 5. Steel reinforcement not shown LBS /4 JNT = 980 ' LBS / LF = 238 C76 / C443 / C361 & C655, Greenbook S 207-2 and 6. All dimensions subject to allowable - Caltrans S 65 requirements specification tolerances and parameters . SHIPPING INFO. /FULL TRUCKLOAD (8' JOINTS): 2. Laying length is 8/4' as required 7.* Bevel pipe for 45' radius minimum JOINTS =25 3. Manufactured using Type IIA/ Cement LF = 200 4. Average Joint Gap is 0.04(1/2") . . WEIGHT= 47500 LBS PAYLOAD RIALTO CONCRETE PRODUCTS, INC. 18" REINFORCED CONCRETE PIPE / PROFILE GASKET JOINT 5 3011 NORTH LAUREL / RIALTO, CA. 92377 PMT 5 Job Name:. SCALE: N.T.S. DRAWN BY: A. BARAJAS NO. 01800080000R000 DATE: . 7/24/2012 CHECKED BY: Location:. . JOINT DETAIL 0608 +1 036 /o'26 4 4 4-1 PROFILE GASKET -' JOINT p I 4•/4 6 44" O.D. - Area -36' PIPE ID.- . —44" PIPE O.D.— JOINT ASSEMBLY 36" I.D. GASKET DETAIL —483'' BELL O.D.— 48-1 —To48 c TONGUE END BELL END NOTES: . . . . LBS / 8'JNT = 4480 1. Water tight joints made in accordance with ASTM 5. Steel reinforcement not shown LBS /4' JNT = 2440 C76 / C443 / C361 & C655, Greenbook S 207-2 and 6. All dimensions subject to allowable LBS / LF = 560 Caltrans S 65 requirements specification tolerances and parameters SHIPPING INFO. I FULL TRUCKLOAD (8' JOINTS): 2. Laying length is 8'/ 4' as required 7. Bevel pipe for 45 radius minimum . JOINTS = 10 3. Manufactured using Type IIN Cement . . LF = 80 4. Average Joint Gap is 0.04' (1/2") . . WEIGHT = 44800 LBS PAYLOAD >1--) RIALTO CONCRETE PRODUCTS, INC. 36" REINFORCED CONCRETE PIPE / PROFILE GASKET JOINT 3011 NORTH _LAUREL _/_RIALTO, _CA. _92377 Job Name:. SCALE: N.T.S. DRAWN BY: A. BARAJAS PAW NO. . 03600080000R000 DATE: 7/24/2012 CHECKED BY: Location:. . . . To ,.. American ETE Concrete Pipe Association January 24, 2013 CERTIFICATE OF CONFORMANCE PAL General Engineering 5374 EASTGATE MALL SAN DIEGO, CA 92121 Reference: Palomar Airport Rd & College Blvd Intersection Improvement Carlsbad This is to certify that the reinforced concrete pipe furnished by Rialto Concrete Products, Inc. will meet or exceed, the requirements of ASTM Specification C655-07, and the State of California Standard Specifications, Section 65, including any recent changes or modifications *thereof for the Class, or D-Load of pipe specified. This pipe also meets test criteria as set forth in Section 207-2 of the Standard Specifications for Public Works Construction 2009 edition and subsequent supplements. Rubber gasket pipe to meet ASTM C443. MATERIALS FURNISHED JOINTS LF 36' 1500-D 1.50" SC RG N/A ' 264 30' 2000-D 1.50" SC, RG . N/A ' . 180 .30' 2000-D 1.50" SC . . •. N/A 140 18" 2000-D 1.50" SC RG N/A' 16 Totals . 0 600 Pipe sizes, D-loads, joints, and footages to be confirmed upon receipt of signed plans and completion of laysheets. Agusti;40~araj&s Technical & Engineering Services Rialto Concrete Products, Inc. 3011 N. LAUREL AVE. • RIALTO, CA 92377 (909) 822-0200. FAX: (909) 822-9630 $1 .fif..ia pmewt COflCflrt pipe usociauou C,22) General Engineering Inc. City of Carlsbad 5950 El Camino Real . . . . Carlsbad, CA Schedule 6028/6029 Submittal No. 9-1 Resubmittal: YES NO . . No. of Copies: 1 . S Schedule PAL Prepared on: 01/23/13 S S Prepared by: Heather Barnhill • S 5374 Eastgitc Mall. San Diego, CA 92121. Phone 858-6387100. Fax 858-638-7102 S Liceosc No. 916931 SB#57496 www.palsd.com . Info@palsd.cpni S. . : .. City of Carlsbad 5950 El Camino Real Carlsbad, CA P~ '4~'~900W General Engineering Inc. J 0 Schedule CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. : Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. 0 . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. \ Khader Safi 0 0 0. Project Mahager 0 PAL General Engineering 5374 EastgircMaiI. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638JI02 License No. 916931 SB#57496 wwwpalsd.corn Info@palsd.com 0 D _OJMode ITask Task Name I Duration Start Finish - Predecessors Feb 13 I Mar 3, '13 Mar 17, '13 I Mar 31,13 5111M1F111S1W5111M1F11151WS1T1M1F111S1WS1T1M1F1T1S1WS1T1M1FJ Apr '13 Apr 28, '13 May 12,13 1May26, '13 Jun 9,13 1 - - . - - - - .Opp . - ., -. ~111111.p# NP4 - - or EP4- up . Opp Preconstruction Meeting 1 day Submittal Processing 25 days NTP .. .0 days PAR and College Blvd Intersection Improvements 89 days Survey •2 days Dig Alert . 3 days Public Notification 3 days BMP Installation - - - - 1 day Phase I (Storm Drain Pipe Installation on PAR and College) 33 days Traffic Control Setup 1 day Potholing - 2 days Demolition 20 days . Pipe Installation/ Backfill .20 days -Wed Base Pave Trench 20 days Cleanouts Installation (Precast) - 5 days Inlets Installation (Precast) . 3 days Curb and Gutter Repair - 5 days Headwall Construction - .5 days Minor AC repairs .2 days Phase II (PAR Turn Lane on College) . .29 days Traffic Control Setup - - 1 day K-Rail Installation 1 day Survey - . - 1 day - :Fence Removal 2 days Demolition/ Export 10 days Grading : . . 15 days Curb a 1. nd Gutter Installation 5 days Sidewalk Construction 3 days Base Installation 2 days - -- AC Pavement Construction (Base Pave)1day K-Rail Removal 1 day Grinding to Cap trench and Transition new AC 1 day AC Pavement Construction (Finish Course on both phases) 1 day Striping and Pavement Markers 2 days Reconstruct Fence 5 days Repair-Irrigation and restore landscappung . 5 days Final Cleanup, Demobilization and Punch List 20 days End Project . . ---0 days Tue 1/15/13 Tue 1/15/13 Tue 1/15/13 Mon 2/18/13 Mon 2/18/13 Mon 2/18/13 2 -2/18 Tue 2/19/13 Fri 6/21/13 Tue 2/19/13 Wed 2/20/13 3 Tue 2/19/13 Thu 2/21/13 3 Tue 2/19/13 Thu 2/21/13. Tue 2/19/13 Tue 2/19/13 3 Fri 2/22/13 Tue 4/9/13 Fri 2/22/13 Fri 2/22/13 2,5,6,7,8 Mon 2/25/13 Tue 2/26/1310 Wed 2/27/13 Tue 3/26/13 ii 2/27/13 Tue 3/26/13 11 Wed 2/27/13 Tue 3/26/13 11 Wed 3/27/13 Fri 3/29/13 13 Mon 4/1/13 Fri 4/5/13 16 Mon 4/8/13 Tue 4/9/13 17 - Wed 4/10/13 Mon 5/20/13 . Wed 4/10/13 Wed 4/10/13 19 Wed 4/10/13 Wed 4/10/13 19 Thu 4/11/13 Thu 4/11/13 22 Fri 4/12/13 Thu 5/2/13 23 Fri 5/3/13 Thu 5/9/13 26 Fri 5/10/13 Tue 5/14/13 27 Wed 5/15/13 Thu 5/16/13 28 Mon 5/20/13 Mon 5/20/13 30 Tue 5/21/13 Tue 5/21/13 30,31,14 Tue 5/21/13 Tue 5/21/13 30,31,14 Wed 5/22/13 Thu 5/23/13 33 - Mon 5/20/13 Fri 5/24/13 30 Tue 5/21/13 Mon 5/27/13 31 Mon 5/27/13 Fri 6/21/13 35,34,33,32,25, Fri 6/21/13 Fri 6/21/13 37 - 2 3 4 Wed 3/27/13 Tue 4/2/13 13 Mon 4/1/13 Fri 4/5/13 16 Thu 4/11/13 Fri 4/12/13 22 Fri 4/12/13 Thu 4/25/13 23 Fri 5/17/13 Fri 5/17/13 29 - . . . - . - - . 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20: 21 22 23 24 25 27 28 29 30 31 32 33 34 35 36 37 38 Project: 10098- Baseline Schedule Date: Wed 1/23/13 Task Split ,,,,,,.,,,,,,,..,,,. Milestone Summary u Project Summary External Tasks External Milestone Inactive Task I i Inactive Milestone L__] Inactive Summary G , Manual-Task Duration-only '' Manual Summary Rollup Deadline + Manual Summary I Progress Start-only C Manual Progress - Finish-only 3 - Page 1 ID. _O Task Mode Task Name I Duration Start Finish Predecessors Feb 17, '13 Mar 3, '13 Mar 17, '13 Mar 31, '13 SlTIMIFITISIwSlTIMlFITlSIwSlTIMlFITIS1wSITlMIFlTISIwSITlMId Apr14 '13 Apr 28, '13 May 12,131 May 26,13 Jun 9, lit 1 2 04. )lW+ OP. 1111% W. W, W4 up# - . . •at . . . W4 W4 W.1 W4 016. . -4 0 ' WI, 0 am 0 -.Final Preconstruction Meeting 1 day Tue 1/15/13 Tue 1/25/13 Submittal Processing 25 days Tue 1/15/13 Mon 2/18/13 NTP 0 days Mon 2/18/13 Mon 2/18/13 .2 PAR and College Blvd Intersection Improvements 89 days Tue 2/19/13 Fri 6/21/13 Survey - 2 days Tue 2/19/13 Wed 2/20/13 3 Dig Alert . 3 days Tue 2/19/13 Thu 2/21/13 3 Public Notification . 3 days Tue 2/19/13 Thu 2/21/13 3 BMP Installation : 1 day Tue 2/19/13 Tue 2/19/13 3 Phase I (Storm Drainpipe Installation on PAR and College) 33 days Fri 2/22/13 Tue 4/9/13 Traffic Control Setup 1 day Fri 2/22/13 Fri 2/22/13 2,5,6,7,8 Potholing . '2 days Mon 2/25/13 Tue 2/26/13 10 Demolition . 20 days We'd '2/27/13 Tue 3/26/13 11 Pipe Installation/ Backfill 20 days Wed 2/27/13 Tue 3/26/13 11 Base Pave Trench . 20 days Wed 2/27/13 Tue 3/26/13 11 Cleanouts Installation (Precast) .5 days Wed 3/27/13 Tue 4/2/13 13' Inlets Installation (Precast) . 3 days Wed 3/27/13 Fri 3/29/i3 13 Curb and Gutter Repair 5 days Mon 4/1/13 Fri 4/5/13 16 Headwall Construction days Mon 4/1/13 Fri 4/5/13 16 Minor AC repairs 2 days Mon 4/8/13 Tue 4/9/13 17 Phase II (PAR Turn Lane on College) 29 days Wed 4/10/13 Mon 5/20/13 Traffic Control Setup 1 day Wed 4/10/13 Wed 4/10/13 19 . K-Rail Installation 1 day Wed 4/10/13 Wed 4/10/13 19 - Survey . . .....iday Thu 4/11/13 Thu 4/11/13 22 . Fence Removal 2 days Thu 4/11/13 Fri 4/12/13 22 Demolition/ Export 10 days Fri 4/12/13 Thu 4/25/13 23 Grading . . 15 days - Fri 4/12/13 Thu 5/2/13 23 28 Curb and Gutter Installation 5 days Fri 5/3/13 Thu 5/9/13 26 Sidewalk Construction - 0 3 days Fri 5/10/13 Tue 5/14/13 27 Base Installation 2 days Wed 5/15/13 Thu 5/16/13 28 AC Pavement Construction (Base Pave) 1 day Fri 5/17/13 Fri 5/17/13 29 K-Rail Removal 1 day Mon 5/20/13 Mon 5/20/13 30 Grinding to Cap trench and Transition new AC 01 day Tue 5/21/13 Tue 5/21/13 30,31,14 AC Pavement Construction )Finish Course on both phases) 1 day Tue 5/21/13 Tue 5/21/13 30,31,14 . Striping and Pavement Markers 2 days Wed 5/22/13 Thu 5/23/13 33 Reconstruct Fence - 5 days Mon 5/20/13 Fri 5/24/13 30 Repair-Irrigation and restore landscapping - 5 days Tue 5/21/13 Mon 5/27/13 31 Cleanup, Demobilization and Punch List .20 days Mon 5/27/13 Fri 6/21/13 35,34,33,32,25, End Project - 0 days Fri 6/21/13 Fri 6/21/13 37 J 0 4 5 -' ------.---------.------ ---- 0 ---------- -- 0 0 1 0 0 . . . 6 6 7 8 10 1.1 12 13 14 15 J!.. ..JL. 18 1.9 20 21 22 23 24 25 26 27 29 30 31 32 33 34 35 36 38 - Project: 10098- Baseline Schedule Date: Wed 1/23/13 Task - Split - .........,,...,.,,,..,,.. Milestone Summary i Project Summary External Tasks External Milestone Inactive Task i i Inactive Milestone Inactive Summary I' G Manual Task - _______________ . Duration-only Manual Summary Rollup Deadline + I Manual Summary u u Progress Start-only C Manual Progress - -. Finish-only 2 - 0 .,.fygy1_- . - - V -- •V' . - S V .- - SUBMITTAL LOG GENERAL ENGINEERING INC Agency [City of Carlsbad r Job Name PAR and College Blvd Intersection Improvements Address 15950 El Camino Real Agency Job Number. 6028/6029 !Carlsbad, CA .. . . - PAL Job Number: 10098 - Jobsite Address Palomar Airport Rd & College Blvd Intersection Created - -. Carlsbad, CA 92011 Received Job Start Date 2/19/2013 Submitted Site Visit Date Peig_ PreCon Date Rejected - Resubmitted Approved I . . . - Contractor: Schedule Dates - Contractor Action ApprovingAuthority mailed - to CONTR/ Date RCD From Appr AH Remarks V Submittal Number . Description :. - Supplier/Sub Date Requested V Date Submitted Approval Needed By -. .. - Material Needed By - Action Code Date of Action Date FWD to ApprAuth/ Date RCD from CONTR DateFllD to Other Reviewer Date RCD From Other Reviewer Action Code Date of Action 1-1 AC& Tack Coat up8jQrReadyMix 01/10/13 - 1-2 AC&TackCoat Vulcan 01/22/13 01/23/13 V 02/05/13 - 1-3 AC &TackCoat CCAC 01/10/13 01/34/13 - V 02/05/13 2-1 Concrete Hanson 01/10/13 01/14/13 - 02/05/13 2-2 Concrete SuperiorReady Mix 01/10/13 01/14/13 - 02/05/13 2-3 Concrete Vulcan 01/22/13 01/23/13 - 02/05/13 3-1 Striping Lon-Time Striping 01/14/2013 - - 4-1 regateBase Type 11 SuperiorReadyMix 01/14/2013 01/14/13 02/05/13 4-2 AggregateBase Type 11 Vulcan 01/14/2013 01/23/13 - 02/05/13 4-3 Aggregate Base Type 11 Hanson 01/14/2013 01/14/13 - 02/05/13 5-1 RCP Pipe - RialtoConcreteProducts 01/14/2013 01/24/13 - - 02/05/13 84 RCP_Pipe PreCon_Productc 01/11/2013 6-1 1 CML&C Pipe PAL NA 7-1 Traffic Control PAL NA 8-4 storm_Drain_Structurc 84 Storm_Drain_Structures Jcncn_Prccat 01/17/2013 V - V 8-3 StormDrain Structures OldCastle " 01/17/2013 9-1 Schedule PAL 01/15/13 1 - 02/05/13 10-1 PublicNotices PAL 01/15/13 1 - 02/05/13 S P- 'go~l General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA I PAR and College Blvd Intersection Improvements 6028/6029 Resubmittal: YES NO No. of Copies: 1 11019 Submittal N . 8-3 CITY OF CARLSBAD SHOP DRAWING REVIEW The approval by the Engineer of any ahnp or wodung drawing (or of any drawing of the Contracto?s plant or equipmentl shall not in any way be deemed to release the Contractor from fufl responsio4ity for complete and accurate performance of the Work in accordance with the Contract Drawings and Spectticdions. Neither shall such approval release the Contractor from any liability placed upon him by any provi sian in the Form of Contract. . . . . . . .0..REJECTED/RESUBMIT - oAMEND AND RESUBMIT ,...- MAKE CORRECTIONS NOTED O........NOEXC Date --- Storm Drain St r ctures OldCastle Prepared on: 4/9/13 Prepared by: Heather Barnhill Project Coordinator 5374 Eastgate Mall. San Diego, CA 92121. Phone 858638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.paisd.com I:iifo@palsd.com pAT General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements * ,'.4tjfli4.fl'.gjff, - .OAE?JPA3 O Tl3 S I The undersigned, as representative of Contractor for the above Project, submits the following and certifies ci nwzL pM.;r efl - iq RiT p1,. c-c9ofrms with requirements of Contract Documents 'ex cét asnted 1 ' j & ii ' 2 Required m dIensIonshayebeen1field (verIfIed ancare)aeptable for installation of proposed products and construction of proposed work. 9 n: 4: 'Fabridatioh 'processes and cfI th6d%.pr.oçfo.sd in this submittal are acceptable for this Project and will res,.ilt iri ..... o f't ''j ' c 5. Submittal has been coordinated wh othersubmittalsnd work and proposed products and construction interface with othetcor.strtction Khader Safi Project Manager PAL General Engineering 5374 Eastgate Mali. San Diego, CA 92121 Phone 858-638-7100. Fax 858-638-7102 License No. 916931 S13#57496 ' www.palsd.com . lnfo@palsd.com IR_ Oldcastle Precast® www.oldcastleprecast.com Inland Concrete + 2434 Rubidoux Blvd. + Riverside, CA 92509 + 951-788-9720 + Fax 951-784-4365 B&W Precast + 2511 Harmony Grove Rd. + Escondidô, CA 92029 + 760-737-8590 + Fax 760-291-0116 J. April 9, 2013 PAL General Engineering, Inc. 5374 Eastgate Mall San Diego, CA 92121-2804 5. Project: Palomar Airport Road & College Boulevard Intersection Improvements Subject: Submittal Data for Precast Cleanouts Attn: Heather Barnhill This is to certify that the cleanout components for the above referenced project will be manufactured in our plant and shall meet the applicable requirements of ASTM C-478, and AASHTO M-199 standarcs..:.Je,anout components for this project will be designed for H20-44 loading per San Diego Regional Standards D9. Steel reinforcing for precast units complies with ASTM-C-478 and A-615 standard specifications with minimum yield strength of 60,000 psi. Steel reinforcement for cleanouts shall corn pJy with SDRSD D-9, OIIA & D-1 I B. Cast iron ring and cover shall be per ASTM A-48 class 358, and Federal spec. RRF-621.. Storm drain cleanout cover shall be per City of Carlsbad Standard Drawing No. S-4 marked "City of Carlsbad Storm Drain". Steps shall be installed on one vertical row, on 15" C.C. on theupstream side of the manhole. Steps are manufactured from 3/4 diameter steel round bar conforming to ASTM A-36 specifications. Steps shall be then hot dipped galvanized after fabrication to conform ASTM A-123 All concrete used in the manufacture of precast units contains Type IIN Portland Cement conforming to ASTM C- 150. Concrete for precast units shall be minimum compressive strength of 4.000 PSI in 28 days. 6'aTa?JI1ur Submittals/CAD Drafter rosie.carachuretoldcastIe.com O PROVIDING SOLUTIONS FOR THE UNDERGROUND DRAINAGE AND UTILTY INFRASTRUCTURE SYSTEM SINCE 1977 Sanitary and Storm Sewer Products - Precast & Cast in Place • Specialty Products —T-Lock/Arrov,i Certified, Cast Iron Rings Covers, Grates Rehab Services - Polyurethane & Epoxy Coating, Grouting & Lining • Specialty Structures —Junction, Flumes, Weir & Clarifier Serving Southern California from San Diego to Northern Los Angeles County - - - SUBMITTAL DRAWING REVISIONS ATE BY CHK rW.A111 & ADDED A CLOUDED 3013 RC i 2.AN MANHOLEW L . . Lp F IE OUT 85,02 036* RCP jut Ath m RIM IT,IN 9535_J1 4Ji. .i • ACCESS 036 RCP WITH GROOVE PLAN VIEW TOP PLAN VIEW - SCALE: TH8..O SALE8.1.0 . . SHIPPED LOOSE ITEMS Oly DESCRIPTION =PERSDRSDD-9,D-11A&D-118'. FORCEMENT . . I I1CCPSOFC4WISRROSD - PRODUCT WEIGHTS PRODUCT WEIGHT MANHOLE MAC PER SET. 5MG S-4--\ . . . I SOLOS 'CITY OF C.MLSR.RS STORM RITX4ITXWILOCO. _C 1. I9N.OERONQOTQOAPLORRO-TIO CODE &M3PIOTOS -I Im._92.39 -F IN._92.39 -RIM. 22.39_. 2. DLEROIN `9 22 SODWEIpff?120PCF. - - — --.- - '-9-" - — -t-'- — -I- 2.2. DEIOTERBUILOENO#M212DM 2.4. ASSUMEDWATER TABLE. W G&W FOIOSIESGRADO U EVR5OPRESTHJWI4OP. I I I I I 22. LATUMILIVELOADSURCHARGEPERCODE I STEEL GALV. I. - 4. OIOSLROS2.OME9ERE84R.ASMAMII55MWORWI MANHOLE STEPS \ I - . I I T.LOflIIOSPESRCAITORIS l. APPROVEDFOR "FABRICATION I' SAlLE MEALS. 4=T Odbastle Ø Ø 48 X 48 STORM DRAIN CLEANOUT \ . SWT*LLAYOSEITIWIA4PMAOSO.M.OIA77.I4WI 040 "'GROUT 440 BL000021 PALLOWIRATROAN&J.EGER.NLEINTTOI FOR 038 REP FOR MAST REP VIEW A . VIEW B - . VIEW PAL GENERAL ENGINEERING, INC. SCALE SIr. i.r - SCALE Mr • 1-OF - . SCALE Mr. 1.0" 2.3 LOT IW.j _I IOn SOMLOITOISLOT I _ OF I S U)II = i-i- - - o 0 0- - -. - I X Co — L 1,31 ; r LIJ lilt/i I Xi I l/\I 1I I ji-44-14- m _ __ 0 w < :-IY = UJ H Tj S r - - - - I. xp1 p _.j •g - - - - - - - SUBMITTALDRAWING- ATE BY CH1 ED E308113 P.0 5'-O 2-6' 2-6'C TOPST0 40' UREVISIONSS 6. O4M40ED S 408<3 RC 1. :87.08 mmaycUSTOMER 830RCPi . . ast E0UT8675 03V RCP 1Qi_J 1' 1(18 87.08 •_,/'1 4<• . AES2 • 018 RCP 6(16 CR0001. ---. - PLAN VIEW . TOP PLAN VIEW SCALE: 300 • ('-00 SCALE 300 • 1.0' . . . . SHIPPED LOOSE ITEMS QY STEEL REINFORCEMENT . . • PER SDRSD D-9, 0-1A & 0-1113 -. PRODUCT WEIGHTS OF CARLSBAD . • . • .PRODICT WOGHT MQWLE <AC PER SIDJM. S-4A ,.aTy STORM DUN'. 4rX4rX00L0C <1.150108 (4= 94.45 _fl - -RIM._84.43 - . J111120171601E& I. 084 010N01OT016AP00A0.3180&82PC1W. 8=84.45__- -k IL ________IL LOADDM Z2.1.0 . __ AASKTO HS2W WAMPACT 2_2. .V08I0HT.I08. 2_a 00008 O00.001040110842018M 2.4. A8wwAl00 TAME aff00<<ooDo 2_a 6011(1. 81162P<039J81•40 PlO. • I - I - I I I 2_a 84 0 P0PCR02_ I I II""1"' STEEL CALV.-5 T MANHOLESTEPS\ . RI_i . I . 1. 00R0E08QAYSSNE0O810811t4PA746<) 4. S1CRtR01<R0<MEWT:R08CR805AMI508A0081 - •• i Z '! i - 'T""" I I APPROVED FOR 0 . "FABRICATION" 1 •= I - IOATE _I • 48 X 48 STORM DRAIN CLEANOUT . . 020' 61.000000 \ 040' 61.001000 7 \'. - 840' 6100(000 RJ8WflRLL4Y01J511TR81MR0<08DA.0TA3*2308 PAL0<4MAT084D8LEGE&AO001108I FOR 4<0' <(P FOR 430 RCP FOR •30' R0( - C8R0084ACA VIEW . - VIEW - VIEW • • PAL GENERAL ENGINEERING, INC.' 00A181 300.10' • - SCALE 1100 • l'.O' - 08AL01 300 • t•O' 3<01)13 I . I 5011615 3<6OR11615 t1001 7 0 • H- L — — — — J 'I ILI Ix I IM I 14 TJ TI 11 J I-- —;•— Ii L b dim — a 09! 9 0 - !SL)J[ 1'; ' —k I l\II ( I I IH / I/\l IrI I - T r ri. fjTtU 1. ] - -L - — - — p ni - - - SUBMITTAL DRAWING - REVISIONS TOTAA DATE BY ICHKI. • - EJT.QW4SmWAID1 • A TrASLEASE2APSm48 ADDED DSm3 6-0 . 3'-0 3.-0 - . 5 FOcE4a4Ta.c4mw - • IA4ISmM.*RAERAC us&c*wGRDDTsTo 4W3 FIG VAJRSmAS REQUESTED BY LJ RCP IEDE8.2O I I WITH GROOVE PLAN VIEW TOP PLAN VIEW SCALE Sr - jr SCALE sr - V-E SHIPPED LOOSE ITEMS - STEEL REINFORCEMENT: . . • PER SDRSD D-9. D-11A & D-11B - . . - PRODUCT WEIGHTS 4rx4rxwc.o. IZI5DLOR MANHOLE RAE P15 Sm. DING. 5-4 - - - JEBDII NOTES: I. 4RADORS415JISmAP15A.3IDO&ASIIW cni OF CARLSBAD STORM OflON - - - 2. AESGAILOARAIGS - - IT. MS000AGSB4AWTPBAACT Z 1 SO~WEIGKr-I2DPCF. D572 __RA ___________________ U 01511115152 5VI 05 154 22 MM Cl. ASSJMSBWA1ERTAGS32RAThVBAGS15OR#RA U EIS1V.RADPIESSIRE.4OP15. - — •t- -r - • _-I U LATERAL U 4AARAPRAC0RE S r I - I STEEL GALV. I * I 4. OTSBLRE5RO4EHT: RORAEASIMAIT5GOADOAR BAT SUC.IE15EORCA11OI4S 1W4502.E STEPS I - • I I - - APPROVED FOR • "FABRICATION" bs DAIS BATIWS: I L IU LJ _ 48"X 6(r STORM DRAIN CLEANOIJF • 5* 1 . 5, 1 . SUBARTTALLA5505TYPRMPRRARPGDDI.OTAT4*4Sm - - 040 OLOO<OUT • PAi4ARA2IRBAS6C0u.EGEOLVD.IIIT6RACT541 I . - FOR 036 REP • - CAAL544DCA VIEW A . VIEW B VIEW D ENERAL ENGINEERING. INC. - - scA 1;.r OCR RE . • • • - • r SoUth: :;B.: fOtfldr[J WWW.SOUTHBAYFOUNDRY.COM PHONE: (619) 956-2780 FAX: (619) 956-2788 SBF 1325 / 1310 36' MANHOLE FRAME AND COVERS SET WEIGHT _1 FRAME 330 LB OUTER COVER 1 320LB INNER COVER 155 LB TOTAL 805 LB 4' 36" MAN 44111 SECTION A-A GENERAL INFORMATION A1300/ A1302 / A1006 APPROVED MATERIALS CONFORM TO ASTM A48 CLASS 35B FRAME AND COVER BEARING SURFACES MACHINED FOR CLOSE,.QUIET FIT *CASTINGS SHALL BE DIPPED IN BLACK BITUMINOUS PAINT *FRAME AND COVER EXCEEDS H-20 WHEEL LOADING BY: TITLE: AGENCY: DATE: - ,- • .4 '1 j. -I •. • - : H - •i_•• -- * 12, Be 3/4" DIA. HOT DIPPED GALVANIZED STEEL MANIF)LE SAFETY SThPS. Product Certification 1 his step is manufactured frrn3/4" diameter steel round bar conforming to M TM A-36 specifications The steel - round bar is manufactured by Cascade Steel Rolling Mills, McMinnville, Or e g n The steps are then hot dipped galvanized after fabrication by Pacific' States Gal" anizmg Tualatin, Oregon The galvanizing conforms to ASTM A-123. - - - 4 • . - The manufacturing of all Lane 'manhole safety steps is done at our plant in Tualatin, Oregon. The manhole safety steps are of U.S. origin I 'WA &OCIORAORA 1-70A Specific Gravity Ibs/CY Volume 3.15 3.358 2.68 9.837 2.68 0.006 2.63 7.830 5% 1.350 I 290.4 Total Yield/Volume = — W www.oidcastieprecast.com Oldcastie Precast, Inc. Phone (951) 788-9720 2434 Rubidoux Blvd., Riverside, CA 92509 Fax (951) 784-4365 January 15, 2013 Concrete Mix Design #6 Specifications Slump: 4" (+ I-) 1" Compressive Strength © 28 Days: 4000 psi . Air Content: 5% (+1-) 1 Water Cement Ratio: 0.44 . Materials Cement Cal Portland: Type [IN Portland (ASTMC1.50) Fly Ash. (Class C) N/A . r Aggregate 1" Vulcan Aggregates: (ASTM:C33) San Bernardino SMARA No: 91 -36-0012 Concrete Sand Vulcan Aggregates: (ASTM:C33)San Bernardino SMARA No: 91-36-0012 ADVA 190 . Grace Construction Products (ASTM:C494) Type A and F Daravair 1000 Grace Construction Products (ASTM:C260) DCI Corrosion Inhibitor Grace Construction Products (ASTM C494) Type C 1Aggregate Weights are SSD: Moisture in Aggregates Must be Considered When Determining Total Mix Water Desian Mix per CY 1. Cement 660 lbs 2.. 1"- Aggregate 1645 lbs . Concrete Sand 1285 lbs ADVA 190 . 33 oz (Dosage Rate @ 5 oz./cwt adjusted as required) Daravair 5 oz (Dosage Rate © 0.76 oz/cwt adjusted as required) DO (2% accelerator-- 1.25 Gallons) 160 oz (Dosage Rate @ 24.24 oz/cwt adjusted as required) Water 290.4 lbs (Deduct 7 lbs water oar I aallon of DCfl Material Cement #3-1" #4-3/8" Sand Air Water 0ldcastle Precast, Inc. Confidential 1/15/2013 Page 1 Oldcastle Precast Aggregate Source: Vulcan Materials I San Bernardino SMARA No: 91-36-0012 Aggregate Gradations Rock 1 3/4" 1/2 3/8' #4 #8 CV Operating Range 90-100 55-85 8-20 0-5 0-5 75 Min. 11/16/2012 95 77 0 15 4 3 85 11/23/2012 96 77 0 15 4 . 3 85 11/30/2012 96 78 0 15 4 3 85 Average 96 77 0 15 4 3 85 Sp.Gr, = 2.68 Cum. Retained 4 23 .85 96 97 F.M.= 3.05 Proposed X-Value 77 15 X+/-15 X+/-6 W.C.S. 3/8' #4 #8 #16 #30 #50 #100 #200 SE Operating Range 100 95-100 75-90 55-75 30-50 10-25 2-10 0-5 75 mm. 11/16/2012 100 99 87 63 35 14 4 1.3 . 90 11/23/2012 100 99 87 63 35 14 4 1.3 90 11/30/2012 100 99 87 64 35 . 14 4 1.4 .90 Average 100 99 87 63 35 14 4 1 90SpGr =263 Cum. Retained 0 .1 13 37 65 86 96 99 F.M.= 3.96 Proposed X-Values . . . 63 35 16 . . X+I- 10 X +1- 10 X +1-7 ssPwc Combined 201-1.3.2 Caitrans Sieve WCS Rock Gradation Grade C Spec 11.100 96 98 95-100 90-100 3/4" -.100 77 87 . 77-93 55-100 1/2" 0 0 0 . 3/8' -. 100 15 .53 . 50-70 45-75 #4 99 4 46 39-51 35-60 . #8 . - 87 3 40 31-41 27-45 #16 . 63 0 28- 22-32 20-35 #30 35 0 16 12-22 12-25 #50 - 14 0 6 3-15 5-15 #100 4 0 2 . 0-5 1-8 #200 1 0 1 0-2 0-4 Rock Sand Total wt Sand Ratio WCS /Agg Ratio 44.3%. 55.7% . 100.0% 1645 1285 2930 Concrete Mix Design #8: 660-C-4000 DCI 2% AE - 9.837 7.83 17.667 44.32% CAUsualcOtwbtD=mwtARkwdft mesWcr, Mate,taa - Peg Gade MC56 0 . S HALF PAN FRAME & COVER INNER COVER TOP SIDE I 1\4 U.- I . 1• WEIGHTS: INNER.CO\!R =155.LBS; OUTER COVER '3OO LBS FRAME =30LIS. 2.. MATERIAL: CAST IRON. 3. MACHINE.SEATS TQPREVEN1. NOISE; 4., FiLLEt RADIITO BE: .12'. 5. IMPORTED COVER S:AND FR AMESSHALL HAVE CONTRY OF ORIGIN MARKING IN COMPIANCE WN FEDERAL REGULATIONS. I..•l.I •__._.... - 3/4 SECTION A-A Ll I MANHOLE W CITY ENGINEk DATE F I\DAHI I ME 0U V ED Oh SUPPLEMENTAL N STANDARD NO. • - General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA Storm Drain Structures 6028/6029 Submittal No. 8-3 Resubmittal: YES NO No. of Copies: 1 Storm Drain. Structures OldCastle Prepared on: 01/23/13 Prepared by: Heather Barnhill 5374Easrgte MaU.San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 S13#57496 www.palsd.com Jnfopaisd.com .5 General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA Storm Drain Structures CONTRACTOR'S CERTIFICATION: • The undersigned, as representative of Contractor for the above Project; submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract DocUments except as noted. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in -this submittal are acceptable for this Project and will result in a complete, functional installation. • 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager • PAL General Engineering • • 5374 Eastgate Mali. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 • wvw.pa1scl.com infOpaIsd.com Oldcastle Precast® S www.oldcastleDrecast.com Inland Concreté+ 2434 Rubidoux Blvd. + Riverside, CA 92509 + 951-788-9720 + Fax 951-784-4365 B&W Precast + 2511 Harmony Grove Rd. + Escondido, CA 92029 + 760-737-8590k Fax 760-291-0116 February 21, 2013 PAL.General Engineering,. Inc. 5374 Eastgate Mall San Diego, CA 92121-2804 Project: Palomar Airport Road & College Boulevard Intersection Improvements Subject: Submittal Data for Precast Cleanouts Attn: Heather Barnhill This is to certify that the cleanout components for the above referenced project, will be manufactured in our plant and shall meet the applicable requirements of ASTM C-478, and AASHTO M-199 standards. Cleanout components for this project will be designed for H20-44 loading per San Diego Regional Standards D-9. Steel reinforcing for precast units complies with ASTM C-478 and A-615 standard specifications with minimum yield strength of 60,000 psi. Cast iron ring and cover shall be per ASTM A-48 class 35B, and, Federal spec. RRF-621. Storm drain cleanout cover shall be per SDRSD M-3 marked "City of Carlsbad Storm Drain'. Safety steps shall be installed on one vertical row, on 15" C.C. on precast material only.,Steps shall be steel reinforced co-polymer polypropylene per ASTM D-4101. . . All concrete used in the manufacture of precast units contains Type lIN Portland Cement conforming to ASTM C- 150. Concrete for precast units shall be minimum compressive strength of 4000 PSI in 28 days. (9?1yj7'c (5mw/iurc Submittals/CAD Drafter rosie.carachureoIdcastle.com . S S PROVIDING SOLUTIONS FOR THE UNDERGROUND DRAINAGE AND UTILTY INFRASTRUCTURE SYSTEM SINCE 1977 Sanitary and Storm Sewer Products - Precast & Cast in Place • Specialty Products - T-LocVArrow Certified, Cast Iron Rings Covers, Grates . Rehab Services— Polyurethane & Epoxy Coating, Grouting & Lining • Specialty Structures —Junction, Flumes, Weir & Clarifier Serving Southern California from San Diego to Northern Los Angeles County r - - - I\I I III 1111 ms 0 p L U it [IJ I - I It OUT SB.75 + HH0w It IN 87.08_1" 036 scctss 018 RCP . . WITH GROOVE PLAN VIEW - TOP PLAN VIEW SCALE IIU• - l.0 SCALE SIB. lB MNIHOIL R&C PER SORSO 8-3 - - aiv OF CMSSBRD 51088 DRAW . RlI4 94.45 - - - M 84.45 -k IL STEEL REINFORCED POLYPROPYLENE STEPS 026' 26 BtOcROu1 - "0.1., 1138 018 REP FOR 030• REP VIEW A VEWB - SEA .1-B SCALE: SIB • - - -p — - 035 BLOOROOT FOR 021 REP VIEW SCALE: SIB - I-B 5-0" I" 4-0" It IN 96,71 027 RCP Ow 2T80' I ji PLAN VIEW TOP PLAN VIEW SCALE 3/8" 1.0" SCALE 310" • 1.0' 65*210 R&C PER SD 1-3 - - a15 OF CP&0640 SIOIlIA 5066' 6/6= 102.55 150.55 STEEL REINFORCE6-5 POLYPROPYLENE STEPS \ 1, 67'o.oA—I I- . .=-= II II 035 REOEROUT . , .. . FOR 827" RCP VIEW .VIEW B SCALE 318" 9.0' - , - SCALE 31$• .1.0' - 836' RLOCXINJI 600 827" RCP VIEW = . SCALE YS'• .fr. • .41c aWw £IC alvm VIA .9CO - 1flO)OOt -- 111 - Sd3IS 3N3UdOldKtOd I I 0330JNI3 131LS I I _--—----4-,_. J_ LT -,T —-- - - .NMJG )1Q1S avann JO AID. r-Pt OOS 03d 3O 3IM .010 1Y3S M3IA NV1d d30 .01 0009 NI 1 1/4" RAISED LE1IERS P1 AI".J \/IW aL.MLC. I-u 1 3,-0" 3-8" FRAME SECTION SCALE: 1" = 1-0 GENERAL NOTES: FRAME AND COVER SHALL BE CAST IRON. CAST IRON SHALL CONFORM TO ASTM 48, CLASS 353 MACHINE ALL MATCHING SURFACES AND SEATS OF FRAME AND COVER TO PREVENTROCKING. IMPORTED FRAME AND COVERS SHALL HAVE COUNTRY OF ORIGIN MARKED IN COMPLIANCE WITH FEDERAL REGULATIONS. WEIGHT - PRODUCT MATERIAL WEIGHT FRAME CAST IRON 330.00 LBS OUTER COVER CAST IRON . 320.00 LBS INNER COVER CAST IRON 155.00 LBS TOTAL CAST IRON 805.00 LBS 0 Oldcastle Precast ® 2511 KAONYOVER25. EI5CA5 REPDIt FUPPO25S BE&YEHN1i NOT BE USED IN NNY WAY INAJRO25 IOSEE B1TERES1S0FSAOcOMPANY. 1325-60 36" 3PC CAST IRON R&C M-3 SUBMITTAL DRAWING PROJECT: PROJECT LOCA11ON: 2121113 05550000005009008001 1 REV DAIS 1 1 OF I 2-0" r - INNER COVER SECTION - SCALE: 1" = 1-0" 3-21" 2'-I1" I 1-10" OUTER COVER SECTION SCALE: 1' = 1-0" I 13 33D mm id 81b' 215.9mm - . 5'!? 1302 mm-1 E. 00 o Bright Red Reflectors 00 00 0 0 00 00 00 001 00 ,-I ----------•--------------. r 0000000000000000000000o0 U0000000000000000000000000 15'/4' 387.4 MM Bpi SPECIFICATIONS . . All Lane Poly Steps meet the requirements . M 01 of ASTM C-478 and AASHTO M 199 The ' polypropylene conforms to ASTM D-4101. The Y2" Grade 60 reinforcing bar meets RM ASTM A-615. - RUNG I f INTEfiNAT/ONAL • ORPOBAT/ON - - . P.O. Box 925 • 10758 S.W. Manhasset Dr. • Tualatin, OR 97062 • 503-692-9860. 800-666-0076 Fax 503-692-9863 • www.laneintemational.com . - Specific Gravity IbsICY Volume 3.15 3.358 44 c; 2.68 9.837 2.68 0.000 2.63 7.830 5% 1.350 I • 290.4 4.654 Total Yield/Volume= 27.0 Material Cement #3-1" #43/8" Sand Air Water 9 01 Precst® 0 www.oldcastleprecast.com Oldcastle Precast, Inc. Phone (951)788-9720 2434 Rubidoux Blvd., Riverside, CA 92509 Fax (951) 784-4365 January15, 2013 Concrete Mix Design #6: 6 Specifications Slump: 4" (+ I-) 1" S Compressive Strength @ 28 Days: 4000 psi Air Content: 5% (+1-) jo Water Cement Ratio: 0.44 S MaterialS Cement Cal Portland: Type Il/V Portland (ASTM:C150) Fly Ash (Class C) N/A Aggregate 1" Vulcan Aggregates: (ASTM:C33) San Bernardino SMARA No: 91-36-0012 Concrete Sand Vulcan Aggregates: (ASTM:C33) San Bernardino SMARA No: 91-36-0012 ADVA 190 Grace Construction Products (ASTM:C494) Type A and F Daravair 1000 Grace Construction Products (ASTM:C260) DCI Corrosion Inhibitor Grace Construction Products (ASTM:C494) Type C Aggregate Weights are SSD: Moisture in Aggregates Must be Considered When Determining Total Mix Water Design Mix per CY Cement 660 lbs 1"- Aggregate 1645 lbs Concrete Sand 1285 lbs ADvA 190 33 oz (Dosage Rate @5 oz/cwtadjusted as required) Daravair 5 oz (Dosage Rate @ 0.76 oz/cwt adjusted as required) DCI (2% accelerator-- 1.25 Gallons) 160 oz (Dosage Rate @ 24.24 oz/cwt adjusted as required) Water 290.4 lbs (Deduct 7 lbs water per 1 gallon of DCI) Oldcastle Precast, Inc Confidential 1/1512013 Pages 0 Oldcastle Precast S Aggregate Source:. Vulcan Materials I San Bernardino SMARA Nb: 91-36-0012 Aggregate Gradations Rock 1' 3/4" 1/2" 3/8" #4 #8 CV Operating Range 90-100 55-85 8-20 0-5 0-5 75 Mm. 11/16/2012 95 77 0 15 4 3 85 11/23/2012 96 77 0 15 4 3 85 11/30/2012 96 78 0 15 4 3 85 Average 96 77 0 . 15 4 3 85 Sp.Gr. = 2.68 . Cum. Retained 4 23 85 96 97 . F.M.= 3.05 Proposed X-Value 77 15 X 1 X+/-6. . . . . W.C.S. 3/8" #4 #8 #16 #30 #50 #100 #200 SE Operating Range 100 95-100 75-90 55-75 30-50 10-25 2-10 0-5 75 mm. 11/16/2012 100 99 87 63 35 14 . 4 1.3 90 11/2312012 100 99 87. 63 35 14 4 1.3 90 11/30/2012 100 99 87 64 35 14 4 1.4 90 . Average 100 99 87 63 35 .14 4 1. 90 Sp.Gr. 2.63 Cum. Retained . 0 1 13 37 65 86 96 99. . F.M. 3.96 . Proposed X-Values , 63 35 16 . . . •. . X+/-10 X+/-10 X+/-7 . SSpwc S. Combined 201-1.3.2 Caltrans Sieve WCS Rock, Gradation Grade C Spec 1" 100 96 98 95-100 90-100 . . 3/4' . 100 , 77 . 87 77-93 55-100 1/2" '0 0 0 . . .3/8" 100 15 53 50-70 45-75 #4 • 99 4 46 39-51 35-60 #8 • 87 3 40 31-41 27-45 . . #16 63 0 28 .22..32 20-35 • , #30 35 0 16 ' • 12-22 12-25 5 . • ' #50 • • 14 .0 6 3-15 5-15 ' • • , • #100 • , ' 4 ' 0 2 ' 0-5' 1-8 • • ' S ' ' #200 • • 1 0 1 0-2 0-4 . . • • Rock Sand Tctawt • Sand Ratio WCS/Agg Ratio 44.3% • 55.7% 100.0% 1645 1285 2930 ' Concrete Mix Design #6: 660-C4000 DCI 2% AE 9.837 7.83 17.667 44.32% •i4jj • . . S msV,ic, Matedaa -Aug Grildeftm MOB • , S CITY OF CARLSBAD Transportation Department Engineering Submittal Comments Project: Palomàr'Airport Road and College Boulevard Improvements Project No.: 6028 & 6029 Submittal Description: Precast Cleanouts Submittal No.: Date Received: 3/6/2013 Date Reviewed: 3/7/2013 . Reviewer: Brandon Miles COMMENTS: No rebar information provided to determine proper *construction of cleanouts Steps do not comply with SDRSD Manhole frame and cover-do not comply with S-4 Water table assumption is below HGL and may not comply, please revise No information for Curb Inlet Station 74+49.82 should, be revised to reflect an A-5 cleanout CITY OF'CARLSBAD . .' SHOP DRAWING REVIEW : THE APPROVAL BY THE ENGINEER OF ANY SHOP OR WORKING DRAWING (OR OF ANY DRAWING OF THE CONTRACTORS PLANT OR EQUIPMENT) SHALL NOT IN ANY WAY BE DEEMED TO RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL SUCH - APPROVAL RELEASE THE CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY PROVISION IN THE FORM OF CONTRACT. Z REJECTED/RESUBMIT 0'AMEND AND RESUBMIT LI MAKE CORRECTIONS NOTED -. NO EXCEPTIONS TAKEN - DATE: 3/7/2013 R CEIVED BY: S LSBAD CITY OF . MAR O.12O TRANSP0RTATiRTMENT LON File: Q:\EngineeringShared\Capital Improvement Program Proj6cts\6028 PAR at College Interseti lmprovements\Submittals\Submittal Review - Cleanouts.docx . S Page lbf'l Transportation Department 1635 Faraday Ave. I Carlsbad, CA 92008 I 760-602-2730 I 760-602-8562 fax '. Oldcastle Precast® www.oldcastle0recast.com Inland Concrete + 2434 Rubidoux Blvd. + Riverside, CA 92509 + 951-788-9720 + Fax 951-784-4365 B&W Precast •• 2511 Harmony Grove Rd: + Escondido, CA 92029 + 760-737-8590 + Fax 760-291-0116 February 21, 2013 PAL General Engineering, Inc. 5374 Eastgate Mall San Diego, CA 92121-2804 Project:. Palomar Airport Road &College Boulevard Intersection Improvements Subject: Submittal Data for Precast Cleanouts Attn: Heather Barnhill S This is to certify that the cleanout components for the above referenced project will be manufactured in our plant and shall meet the applicable requirements of ASTM C-478, and AASHTO: M-199 standards: Cleanout components for this project will be designed for H20-44 loading per San Diego Regional Standards D-9. Steel reinforcing for precast units complies with ASTM C-478 and A-615 standard specifications with minimum yield strength of 60,000 psi. Cast iron ring and cover shall be per ASMA'487class3513rand Federal spec. RRF-621. Storm drain cleanout cover shall be per SDRSD M-3 marked "City of Carlsbad Storm Drain". Safety steps, shall be installed on one vertical row, on 15" C.C. on precast material only. Steps shall be steel reinforced co-polymer polypropylene per ASTM D-4101 All concrete used in the manufacture of precast units contains Type lIN Portland Cement conforming toASTM C- 150. Concrete for precast units shall be minimum compressive strength of 4000 PSI in 28 days. (5'arachure Submittals/CAD Drafter rosie.carachure(oIdcastle.com PROVIDING SOLUTIONS FOR THE UNDERGROUND DRAINAGE AND UTILTY INFRASTRUCTURE SYSTEM SINCE 1977 Sanitary and Storm Sewer Products - Precast& Castin Place • Specialty Products -T-Lock/Arrow Certified, Cast Iron Rings Covers, Grates Rehab Services - Polyurethane & Epoxy Coating, Grouting & Uning • Specialty Structures -Junction, Flumes, Weir & Clarifier Serving Southern California from San Diego to Northern Los Angeles County General Engineering Inc. City of Carlsbad. 5950 El Camino Real . Carlsbad, CA Storm Drain Structures CONTRACTOR'S CERTIFICATION: . The undersigned, as representative of Contractor for the above Project; submits the following and certifies 1. Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. . . . . . .. 2; Required dimensions have, been field verified and are acceptable for installation of proposed productsánd construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. 0 . 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager PAL General Engineering 5374 Eastgare Mall. San Diego, C.A. 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 www.palsd.com Info@pa1d.corn PL.T 'I General Engineering Inc. City of Carlsbad•• 5950 El Camino Real S Carlsbad,.CA Storm Drain Structures 6028/6029 5 5 5 Submittal No. 8-3 5 5. Resubmittal: YES NO No. of Copies: 1 S Storm Drain Structures OldCastle S S S Prepared on: 01/23/13 Prepared by: Heather Barnhill S S S 5374 Easrgrc Mall. San Digo, CA 9221. Phone 858-638-7100. Fa 858638-7l02 S License No. -916931 SB#57496 www.palsd.com Info@palsd.com - S S S S 2'6 2-6 OUT 96.38 7" RCP SCALE: 318" = 1-0" - WITH GROOVE TOP PLAN VIEW SCALE: 3/8 = 1-0" MANHOLE R&C PER SDRSD M-3 CITY OF CARLSBAD STORM DRAIN" = 102.55 -_ - co -r -------i --I - CD I-- II Ix lI\ VIEW A SCALE: 3/8 = 1-0" RIM= 102.55 NZ RII I= 102.55 .0 STEEL REIN E POLYPROPYLENE STEPS IL 036 BLOCKOUT 036 BLOCKOUT FOR 027" kCP FOR 027" RCP VIEW VIEW SCALE: 3/8 = 1-0" SCALE: 3(8 = 1-0" I SUBMITTAL DRAWING 2-6 2-6 ciII IE IN: 87.08 027.RCP\\\ I - n il IE OUT 8 .75 CP y l _-_ 10 IEIN87 \-036 ACCESS 018"-RCP Will-I GROOVE PLAN VIEW . . . TOP PLAN VIEW SCALE: 3/9'= 1-0" SCALE: 3/9'= 1-0" . . . SHIPPED LOOSE ITEMS QTY DESCRIPTION 1 1326-6 3PC R&C • CITY OF CARLSBAD S.D.- PRODUCT WEIGHTS MANHOLE R&C PER SDRSD M-3• . .. . : . . S PRODUCT - HANDLING WEIGHT 'CITY OF CARLSBAD STORM DRAIN" 1 S 48X48x60I.DC.O. 12.150 LOS DESIGN NOTES: _RIM= 9445 - _RIM= 9445 'RIM= 9445 1. MIN. DESIGN CRITERIA PER ACI-318 CODE &ASNOTED. -_•. L :'- . Sj . 2. DESIGN LOADINGS: 21 AASHTOHS-2544 WI1MPACT -. . - _______ ________________________________ • . 2.2. SOIL WEIGI-ff"12OPCF. a 23 DEPTH OF OVERBURDEN 00 MIN 20MAX. 24 ASSUMED WATER TABLE 50 BELOWFINISHEDGRADE 25 EQUIV.FLUID PRESSURE 40 PCF 26 LATERAL LIVE LOAD SURCHARGE PER CODE STEEL REINFORCED - T I 3 CONCRETE 28 DAY COMPRESSIVE STRENGTH 4000P51(MIN) 0 POLYPROPYLENE STEPS \ - . - Oo - 4. STEEL REINFORCEMENT: REBAR,ASTMA-615 GRADE 6O o ' - r- . - - 5. CEMENT: ASTM C-ISO SPECIFICATIONS I I • I 0 - - -___ __L z -.' - I I -L APPROVED FOR "FABRICATION" DO :- - . . . I- : - - o ms: L--- 0 25il HAROWGRDYE RCkADESCOfMMCAR= Oldcastle Precast® I ) . ' / \ / // \i \ '/ / \ -PFAX7JOt16 - - '-j - .________ •lS DOcWEN1O ThE PROPERlY OF .DClSTtE FRECST. O4 ITO ERNFIOEWUAL. IT L TO THE PRECAST. INC - 48"X 48" STORM DRAIN CLEANOUT SUBMITTAL LAYOUT: TYPE A-4 PER SDRSD 0-9 - STA 3+3350 026' BLOCKOUT 040" BLOCKOUT- ' S . -.,-, - - "- S . PALOMAR JRPORT ROAD & COLLEGE BLVD. INTERSECTION . S FOR 018 RCP - - FOR 030" RCP FOR 027 RCP C',CA950 S VIEWA VIEW B VIEW cusT ?ENERAL ENGINEERING INC - - - SCALE: 3I8"l'-O" • S • SCALE: 3/8"=l'-O" - SCALE: 3/8"=1'-O" • - 2/21/13 RL JRAWN1DATE SALES QIEERRO OAIISORERR1 - - S COMM RC Sol 1675 NUMBER RE O14ERT - S • S S • 065-S011675.003 ROVTE 1 OF I -'_ . .••__, 2.1. - AASHTO HS-2544, WOMPACT 2.2. SOIL WEIGHT= 12OPCF. ft' 2.3. DEPTH OF OVERBURDEN 0.01 MIN 2.01 MAX. - - - - 2.4. ASSUMED WATER TABLE:k.BELOW FINISHED GRADE 2.5. EQUIV. FLUID PRESSURE" 40 I . . 2.6. LATERAL LIVE LOAD SURCHARGE PC0E. I CONCRETE 28 DAY COMPRESSIVE STRENGTH: bRSI (MIN)) STEEL REINFORCEMENT: REBAR, ASTM A-615 GRADE 60 CEMENT: ASTM C-1 50 SPECIFICATIONS APPROVED FOR 0. -i m . 0, FABRICATION" DATE: INITIALS: A Oldcastle Precast® 11 K HORYOROVE ROAD EORCAR2OR L - ros DOCUMENT 13mo PROPERTY OF OLDCA$TIU PRECAST, WC, ff0 CGOMFIOZ1nAL. rr I L II OUR TEED FOR REFERENCE PURPOSES ONLY. AND MiALL HOT BE USED DIARY WAY 5110001 - - TO THE INTERESTS OF, OR WITHOUT E WRITTEN POWI600NOF OSDCASTtE PRECAST. INC COPYO0BE12O(XUST1E PRECAST, TIC. ALL ROM RESERHOD. 48"X 48" STORM DRAIN CLEANOUT SUBMITTAL LAYOUT: TYPE A-4 PER SORSD 0-9- STA 1+93.89 PALOMAR AIRPORT ROAD & COLLEGE BLVD. INTERSECTION CARLSBAD, CA 92008 VIEW D CUSTOMER PAL GENERAL ENGINEERING, INC. SCALE. 3(8 - 1-0 DATE SHiES I DRAWN ENOL'HEER 2(21/13 RL RC QIECUES SALES OR 5011675 DRAWVGAOJMOER 065-S011675002 RE0I IREVDATE SHIEr I OF 1 - I- 030" RCP PLAN VIEW SCALE: 3/8" = 1-0" MANHOLE R&C PER SDRSD M-3 'CITY OF CARLSBAD STORM DRAIN* I I oc — 040 BLOCKOUT FOR 030 RCP VIEW A SCALE: 318 = 1-0" 2'-6 - - 2-6 - TOP PLAN VIEW SCALE: 3/9'= 1-0" ',I= 92.38 - _ j .012 STEEL REINFORCED POLYPROPYLENE STEPS In :; j ui Go - -I co 046 BLOCKOUT • . FOR 036" RCP VIEW SCALE: 3/8" = 1-0" ) IE OUT 85.02 036" RCP - . I SUBMITTAL DRAWING 5-0" 2-6" 2--6- 1A I IE OUT 85.02 I 036* RCP IE - I___i__ IE IN 8535_,"1 036 ACCESS 036 RCP WITH GROOVE PLAN VIEW TOP PLAN VIEW SCALE: 3/8" = 1-0" . SCALE: 3/9'= 1-0" - SHIPPED LOOSE ITEMS QTY DESCRIPTION 1 1326-6 3PC R&C • CITY OF CARLSBAD S.D." -• PRODUCT WEIGHTS PRODUCT HANDLING WEIGHT MANHOLE R&C PER SDRSD M-3-1 "CITY OF CARLSBAD STORM DRAJN \ - V • V 48X48X601.DC.O. 12,150L8S DESIGN NOTES: V V V V 1. MW. DESIGN CRITERIA PER ACI -318 CODE & AS NOTED. 4E"92-39 I _RIM= 9239 - = 9239 2 DESIGN 'M 2.1. AASHTO HS-2544. WI1MPACT - 2.2. SOIL WEIGHT= l20PCF. - '+ QZ a .1_1_I 23 DEPTH OF OVERBURDEN 00' MIN 20' MAX. -.. _____ — — — — — - — 2A..ASSUMED WATER TABLE: 50'BELOW FINISHED GRADE 2.5. EQUIV. FLUID PRESSURE =4OPCF. 26 LATERAL LIVE LOAD SURCHARGE PER CODE. V 1 STEEL REINFORCED I 3. CONCRETE28 DAY COMPRESSIVE STRENGTH: 4OPSI(MIN) V V POLYPROPYLENE sitps . V V 4. STEEL REINFORCEMENT: REBAR,A51MM15 GRADE 60 V V AL V 5. CEMENT: ASTM C-150 SPECIFICATIONS CO APPROVED FOR DATE DO I 'Il/I f\ ç 0 Oldcastle Precast ® V, V V UI DOCUMENT IS THE FROPERTY OF OIDCAS1E PRECAST. INC. IT IS CONFIDENTIAL. IT L — - . — - - — ________ — - J V V V V L V V VV OROFNCFERBICE PURPOSES ONtY.ANDINIAII NOT BE SS&TINMY WAIT I1IJUIOO1. V V V — — - V V V V — _______ — ------ —L. - - V TOThESTTEREfflSOP,ORWSHOUTThEWIIPSRONOPBEASIEEPRECAST,OI V V L V PIT4TDI2lEXASItE PRECAST. M ALL RNOOSRESZRET V V \ V V V V V V V 48l X 481 STORM DRAIN CLEANOUT V 10 046" BLOCKOIJE V "-046" BLOCKOIJT VV V V - SUBMITTAL LAYOUT: TYPE A-4 PER SDRSD D-9 - STA 77+14.80 RCP V V V V PALVOMAR AIRPORT ROAD & COLLEGE BLVD. INTERSECTION FOR 036 FOR 035" REP W V V V V V EBlETOINER V V V V V V VIEWAV VIEWB / V V V V VIEW V V PAL GENERAL ENGINEERING ;INC. V V SCALE 3/8 = 1- SCALE 3/8 = 1 -a' SCALE 3/8 =14 2OD/13 I MR-LEs L I wN £MGINEER 00"m SAEESORR V V V V V V V •VORMWC REVISICIN SSABET 065-S011675.001 BEVDAIO 1 OF I V V.VVV V_:__$VVVVV VV•VV-_.VVVVVV%V V_V_•V __VV_VVV_•VV_VV . VSVVVVV_ ,VVV_ VVVV VVVrVV_V VV.VVV VVV5VVV_V V_V-TV VVVVV•VVVV VVV V-V-V V-__VVVVVV_VVV V V_ V_VVV_ VV_V; V VV_ VVVV VV_VVV_ VS_VVVVV V -_ •VV V V - VVVVV V V -.--.-.._. .V _•V - ,_VV:V. .-_ :•_._•_.;,.....____ V_-V_ _V VVVV V_.VV N VV V _VVVV_V_V_ WITH GROOVE TOP PLAN VIEW SCALE: 3/&'= 1-0" A PLAN VIEW SCALE: 3/8" = 1-0" H. ) IE IN: 8320 - 030" RCP - 31-0 -. 3•-0 WING .0 MANHOLE R&C PER SDRSD M-3 CITY OF CARLSBAD STORM DRAIN" 89.72 L. VIEW A SCALE: 318 = 1-0" - STEEL REINFORCED POLYPROPYLENE STEPS Ls O46 BLOCKOUT FOR 036 RCP VIEW SCALE: 3/8" = 1-0" 'M= 89.72 - - I.-- - I I I I _L. — ------- --- -. - VIEW SCALE: 3/8" = 1-0" .V '.. . H *00* 0 ti 13 Cie) i co o 19 o 0,004*. a**\\ \\\ -• aaa 013A ty > ' aa CB a a aaaaaaa 00 aaa o a0000a0000a 00 coo a0ar:: 00 00 ** "•:' * 0 0a D a 0,0 00000 1 1/4" RAISED LETTERS PLAN VIEW V. SCALE: 1 = 1-0" V INNER COVER SECTION V - - V •. SCALE: 1" = 1-0" - .-: V 2-D1 - V : t V ' " I 1•-10" V - - OUTER COVER SECTION V - SCALE: 1=1'-0" V "'-V 'V - V V "V - 'I.• - '-V — -' . • - V SUBMITTALDRVING'. --' V V V ,' 0Vb i1 H FRAME SECTION ,. V SCALE: 1" = 1-0" V V - GENERAl. NOTES: V 1. FRAME AND COVER SHALL BE CAS1IR0N. CAST IRON SHALL CONFORM TO ASM48CASS5B... - - 2, MACHINE ALL MATCHING SURFACES AND SEATS OF FRAME AND V V V COVER TO PREVENT ROCKING. V V 3 IMPORTED FRAME AND COVERS SHALL HAVE COUNTRY OF V V V ORIGIN MARKED IN COMPLIANCE WITH FEDERAL REGULATIONS. - V V WEIGHT' V V VV PRODUCT MATERIAL V WEIGHT - V V •, V FRAME CAST IRON V 33000 LBS V V • OUTER COVER CAST IRON 32000 LBS V - - INNER COVER ' CASTIRON 155.00 LBS ' V TOTAL CAST IRON 80500 LBS V V - V - • - V - • , V V Oldcastle Precas 2511 HARMONY GROVE RD, ESOONDIMCA. SM t® • V - - V • PR1Y IT .BWT1RTFXT - V , RDIRENCE PURPOSESYMD8HALLNOTTITUD IN ANYWAY INJUPJITIOThE KrERESTS OF SW COMPANY. V V V V • , COP ypJITTe,IoaAsrLE PRECAST, lAS ML 4TS RERVREV - 1325-6 036° 3PC CAST IRON R&C M-3 V - SUBMITTAL DRAWING V PROJECT: . • V V V - PROJECT LOCATION: OUSTOM V RETE SALES TTA' 8A4ASR O€Q SALES ORDER 2121113 ' I RC V V V V ERRVEROPILILER REMI SAADET V ' 085.5000900.500900800l FEVEkATE 1 OF 1 - ' 148-50 — .. .0 330mm '1 - 4 * 8Y1' 215rnm = = 5Y8 13021rnn-_01 I : '-\ -' '-, Bright Red Reflectors • Oo :- - . 00 - : •'•- ' - : 3 00000,00000000000000.00000 - ..-,•, ...u000000-000000005000000000-ooO 15'/4',387.4 (6 A f tri.rtrtru_trtn.rtri..r56tn.n.rirt.rtru_trtrt5 SPECIFICATIONS All Lane Poly Steps meet .A6 requirements of ASTM C-478 and AASHTO M 199 The ' polypropylene confrm to ASTM D-410. The ½" Grade 60 remforcmg bar meets - .- ASTMA-615 $ • - ' RUNG --. - 5,,.- 0 • - -. -- - S. * • - - - - -. 3. 3 r /4i.]41 £'JaiiJIAT/4J 5 - - 3 -. •5 5 - I- ' - - 3 ERR * JNTERNATIONAL L-Aff~ffzf ~CORPORATION -'5 P.O. Box 925 • 10758 S.W. Manhasset Dr. • Tualatin, OR 97062 • 503-692-9860 • 800-666-0076 -. - • - - -. - - - - - Fax 503-692-9863 • wvw.1aneintemational.com - . - . . • S. . - - .. -- .3 5,.# -* $•• .- -. - - - . . -. • -•. . - - . S - 5_• - '.-. - '-5 . S_'5 ...•4'* -. - * - ,,, - . .• '- - - . 0 - -. -. - . - - * 0 01 He Precast® www.oldcastleprecast.com Oldcastle Precast, Inc. Phone (951) 788-9720 2434 Rubidoux Blvd., Riverside, CA 92509 Fax (951) 784-4365 January 15, 2013' ' .• ' RECEIVED Concrete Mix Design #6:'CITY CARLSBAD I Specifications '; S " MAR 2O3 J CM&I slump::411.(+ I-) 1' [TRANSTRANSPORTATION : CM&I DIVISION Compressive Strength, 28 Days: 4000 psi •" Air Content: 5% (+1-) 1 Water Cement Ratio:' 0.44 MaterialS Cement Cal Portland: Type uN Portland ASTM:C150) Fly Ash (Class C) •' N/A Aggregate 1" ,' Vulcan Aggregates: (ASTM:C33) San Bernardino SMARAN0: 91-36-0012 Concrete Sand Vulcan Aggregates: (ASTM:C33) San Bernardino'SMARA No: 91-36-0012 ' ADVA 190 "Grace' Construction Products ASTM:C494) Type 'A and F - 'Daravair 1000 Grace Construction ,Products (ASTM:C260) DCI Corrosion Inhibitor' Grace Construction Products (ASTM:C494) Type C Aggregate Weights are SSD: Moisture in Aggregates Must be Considered When Determining Total Mix Water 'Design Mix perCY 1.' Cement 660 lbs 1"- Aggregate ' 1645' lbs'. CoAcrete Sand , ' ' 1285 lbs ADVA 190 ,. , ' ' 33 oz (Dosage Rate © 5'oz /cwt adjusted as required) Daravair.' ' ' ' ' ' ' , 5 oz (Dosage Rate @ 0.76' oz/cwt adjusted as required) DCI (2% accelerator=1.25 Gallons) 160 oz (Dosage Rate © 24.24 oz/cwt adjusted as required) 7: Water ' , ' ' 290.4 lbs (Deduct 7 lbs,water, per .1 gallon of DCI) 0 Material '• '" Specific Gravity lbsICY '. Volume ' Cement .3 .15 3 358 4i #3-1" , • 2.68 • 0 • 9.837 ESSIO''' 0 #4-3/8" 268 0000 No C4604 Sand 263 7.830 Air' ' ' , 1.350 • Water 1 2904 4.654 Total Yield /Volume '27.0 211.1 JJLLL Av S : General. Engineering .Inc. City of Carlsbad 5950 El Camino Real : Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. S S Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposedin this submittal are acceptable for this Project and will result in a complete, functional installation. S 5. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. S Khader Safi S Project Manager S • S PAL General Engineering S S 5374 Easzne IaB. San SDieo. CA 921-21. Phone 838-638.7100. Fax 838-638-7102 LiceiiseNo. 916911 513#57496- ww.pn1s&l.corn ]nfo(paIsd.ccnn 0 (2q a 01deastle Precast® www.oldcasfleprecast.corn. Inland Concrete + 2434 Rubidoux Blvd. + Riverside, CA 92509 + 951-788-9720 + Fax 951-784-4365 . B&W Precast .• 2511 Harmony Grove Rd. + Escondido, CA 92029 + 760-737-8590e.. Fax 760-291-0116 April 9, 2013 PAL General Engineering, Inc. .5374 Eastgate Mall San Diego, CA 92121-2804 - Project: Palomar Airport Road & College Boulevard Intersection Improvements Subject: Submittal Data for Precast Cleanouts Attn: Heather Barnhill This is to certify that the cleanout components for the above referenced project will be manufactured in our plant and shall meet the applicable, requirements of ASTM C-478, and AASHTO M-199 standards. Cleanout components for this project will be designed for H20-44 loading per. San Diego Regional'Standards D-9.' Steel reinforcing for precast units complies with ASTM C-478 and A-615 standard specification with minimum yield strength of 60,000 psi. Steel reinforcement for cleanouts shall comply with SDRSD D-9, DIIA & D-11B. Cast iron ring and cover shall be per ASTM A-48 class 35B, and Federal spec. RRF-621. Storm drain cleanout cover shall be per City of Carlsbad Standard Drawing No. S-4 marked "City of Carlsbad Storm Drain".' Steps shall be installed on one vertical row, on 15" C.C. on the uPstreamsrd themanhole Steps are manufactured from %" /4 diameter steel round bar conforming to ASTM A-36 specifications. Steps shall be : then hot dipped galvanized after fabrication to conform ASTM A-123 ) All concrete used in the manufacture of precast units contains Type IIN Portland Cement conforming to ASTMC-., 150. Concrete'for precast units shall be minimum compressive strength of 4000 PSI in 28days. .?ZF AA 40A Gosi &wc1usrc Submittals/CAD Drafter rosie.carachurecoIdcastle.com . 4,ciivg e-#oy . ,c.$.•...:.) ,•-,-, I. PROVIDING SOLUTIONS FOR THE UNDERGROUND DRAINAGE AND UTILTY INFRASTRUCTURE SYSTEM SINCE 1977 Sanitary and Storm Sewer Products- Precast & Cast In Place • Specialty Products -T-Lock/Arrow Certified, Cast Iron Rings Covers, Grates Rehab Services- Polyurethane & Epoxy Coating, Grouting & Lining • Specialty Structures -Junction, Flumes, Weir & Clarifier Serving Southern California from San Diego to Northern Los Angeles County SUBMITTAL DRAWING I REVISIONS bATE BY CHK - CLOUDED 3=3 - - - &QWSSE'STQ - - - GS.VMAS RI -1- L ,w 011v mp ME IC SI 55•3/'1 - - - ACWS S3rRCP CROOK PLAN VIEW TOP PLAN VIEW -- -. SALEW -W SCAWyr V-0- SHIPPED LOOSE ITEMS STEEL REINFORCEMENT PER SDRSD D-9, 0-1A & 0-118 PRODUCT WEIGHTS W100E R&C KR SW Sry or c.sssa.o sroou cwr - - - x4xwsoco. - Alm MoJ2.9 - S. - - - . -- Dumumomm I I L a.& - . - - --1 - —1 2.4. 50115 I . I I •. - LATERALUVELOADSMORAMPERCOk I =--- - —r -- °11 - I - - . 01551 OAJY.— I & * 8150 SN53lUA115815* I • - IA11IHOIJL ED'S I -. AD4T31U-5011E4SCATU0 - I ] [ APPROVED FOR T - Ii,,/TNI IC IlV Okleastle Precast' \ - 0 0 48 X 4 STORM DRAIN CLEANOUT So \ r . - - 6+6 8LOClCC1fl 156-SI.00SCOVI - 151 M5TpWoaAEcE01v ISS1TU1 FOR or FOR 36 RCP -. VIEW A - -.I-T VIEW 8 VIF's! p - - tENERAL ENGINEERING Nc.. scos'io- -- -. 1550111515011 I I 01646C(SS - - - TOP PLAN VIEW - 566.6 3'0. 1.0. SHIPPED LOOSE ITEMS REINFORCEMENT Im Ll~PERSDRSD0-9, D.11A & D-11B .2 PRODUCT WEIGHTS 4R62XLOCO 21102 - .)ES604NaW2: I. 0WtOR21R211RP6R-318 CODE &0S002T21. _..IN. .22.2L._. 0 DESGNLGADXM 01 U2126M21W06T IL - 0SWMORWA1OR10W629RMWOR024ORGR021 2.0 EW. Rl2POR21J2R.0OP. -. - 26 LAWKILIVELMSAMUMIPMOOM . I r11 -r - I01= S OORV5VEWOR021St4RMRM04IPI1 io:c:t oo&v - MNOIOII S1605\ I I & 6T 096P2121M11lM65OR0216 \ 1 ST & CEWW.AMC45DSPECMTM APPROVED FOR "FABRICATION" DATE' 0 (Ndbasde.Precast* I -•' II —J \ - • - 4 X 48 STORM DRAIN CLEANOUT OLOLSI001 - W29lm'TM.IAYO6I6T10(A-4 DDa-OTA18302 - 1044 016- 6044 - • P0IMA211RRMD&(0ILESE BLVD. 0I1CTO. • - -CAMEMCAGM VIEW B - - • VIEW - PAL GENERAL ENGINEERING, INC. SCALW S2 1.0 - - - 56A20I.0 -. • - 393 I60J I 1-1717 -- - -- - - - • 600211515RM I I OUT 8502 56 OUT PLAN VIEW !rn- - - -- S s-.- - PLAN VIEW SCALE r.0 L.:. Trc1H 036* S5 TOP PLAN VIEW SCALE YW.1--0- MWOLE-R&C PER DM. S-4A .1 CCL ncllNrLjnl...CIWCIN I PERSDRSDD-9,b-11A&D-11B -r-----i STEEL GALV.-",, L roe 018 RCP FOR 030 AC? VIA VIEW B SCALE I8,LO - SCALE' YIV* • SHIPPED LOOSE ITEMS WY DEM- - • I PRODUCT WEIGHTS x4rwLocc ItIWLAS RIM- G4 45 D€SIWI NOTES I. S4.0ELAWITS0APWA-31SE6A9TED. • - a 0EMLOMMOR al MSHACIG.LA.1I%flipACT Z2. WLWf0TT-1MFCF. 21 MYTHOFOMEMMOOMNIOMAX at All1ACTWt2.u EDGLAD2 U EACP0LAF!1OP. at r=o I a I WREtIEN?REaSTIA4I5W ? - . t APPROVED FOR I FABRICATION" \ - - 4r XW STORM DRAIN CIEANOUT 540 BLOa101iT R0ffrrALtAY0VP.TMA4 FM W= DS-ffTA3.UW FOR 030 AC? • rAAWD.CII a - VIEW D • • PAL GENERAL ENGINEERING, INC. SCALE S-r. 1-0 - 3 . O65.EOh1S75 i SUBMITTAL DRAWING REVISIONS DATE BY CHI V . I-,- b VVV 6 V V M&WT.OwEDs7ors1D - 4M3 RC of 96.71 *304cP\ I I I V oul 95.38 \ PLAN VIEW - TOP PLAN VIEW V . MALE' TO - SCALE: yr. ,-o' SHIPPED LOOSE ITEMS ETEELREINFcENTER SDRSD 0-9, D-11 PRODUCT WEIGHTS PROD= 4rx4rxloc.o DESIGN N07ES: KVCMVMW 12.150L89 - V V IV V WAOE(C RAC PER lID. OAt. S-4-- a10 OF CAt4b 01088 (8154 V . V V V. V V V . V OV OASCNLO4EIUOA . MOlE 85148*00 V • V. . V 21 $OLAOEIT. 08808 V V V 0125 21 008 8542ff MM. VVV V ________________ 14. . AS 88W*ThRTA51E4ff 08 WFM85E066AOA V V V VV • - V ---i r VV J . .•- - 21 LATERALLIVELMSAMOMPERCM Olv€80I5*Tht ST ERA 81453M.85E48 r . -. . A 0850T8114C651008%CMCIE V B I V O • STECLGAW.rT . .BF' V.1 -. V APPROVED FOR FABRICATION. id VAIL 0 0 Okkastle Precast 1 48X 4W STDRM DRAIN CLEANOUT V • V 440 8.001001 - . . . 845• 010CITOIJT •- 0lTTLlMOJFT410MDD4-8TA5E68 PA118ATR08O&LEOA 8.00. 841684 V V FOR 03D* RCA . - FOR 3 - r4R115CA V VIEW-A . . VIEW . V V • • t?3ENERAL ENGINEERiNG, INC. MALE sr IVVr V 5f8 • 1'-(Y SCALE 55 TVVO• . 00083 I -RL j RC I 511153 V •• V • - V V V V • V V V 50t87508 I 081 - -'- - SUBMITTAL DRAWING - REVISIONS TOAACTA DATE - BYICH I( - - -. AGWI1WATU1 31RA13 AC 3-'O - . CLOLIDED VA7 PAC TO4RA3 By AC ON' RCP - AXESS wlTheG PLAN VIEW TOP PLAN VIEWSCALP - 3V 1-0 SCALP- IC. - - SHIPPED LOOSE ITEMS ORCEMENT . [::=D-11A& 0-11 B i ic•acs• PRODUCT WEIGHTS - 4rx4rxGVLI)CDL JWERA 12jLRA IWILILE RAG PER SIC. INC, S-4-- CITY OF CN4.RAAD ClARA SAA(r - - - - I. A. DESIGN1.010003k, CC 12 Cl 12 E9.72 21 SKYAJOIC.IMPCIR - .1 • -- U DEPrI10FOVEIMMUDIWIlillil20W1 2.4. A,2(ARlERT4aLARRA.awCCRA(EDRAjC€ '-'-I- — -'- —r — - - '-s- — — F-' -9 - 2.2 RANDPRi5SA4O FCL 24 LAYIERA LIVE LOAD SLIMARGE PER CWE' — —r — - - -, 2. STEEL GAJ.V.- . 4. STEEL RENVIRCEMM FUERK AM MIS GRAN 00 2. CT4$fl1C.1SAAREWATO48 -- WJIROII STEPS ' D-2 2 -. APPROVED FOR "FABRICATION"0 - , - MAIL- 4. ØOIdcasttePrecast • Il / , [\7' -. L L1 \ . - 4ir 6(r STORM DRAIN CLEANOIJT A46 RLOCVOUT - - 8USICTTRLt,AYO(fCTYAAMPERDDR.8TA1*.4C.A2 - . NA 036' CCV . . - - . PRIRAUJ(ATCCAA&COU.CCABLCC,OflC1O4 - .- - 4.CCCAALCA - - VIEWA - VIEW B - VIEW 0 - - PAL ENERAL ENGINEERING, INC. SCALE.- CCI' LLCI WW Ila MAIM 5O.uth.sagFcundnj . ___ WWW.SOUTHBAYFOUNDRY.COM PHONE: (619) 956-2780 FAX: (619) 956-2788 SBF 1325 / 1310 36" MANHOLE FRAME AND COVERS ,24 111 2. 39311 388 ff 36" 44', SECTION A-A GENERAL INFORMATION *MATERIALS CONFORM TO ASTM A48 CLASS 35B *FRAME AND COVER BEARING SURFACES MACHINED FOR CLOSE,.QUIET FIT *CASTINGS SHALL BE DIPPED IN BLACK BITUMINOUS PAINT - FRAME AND COVER EXCEEDS H-20 WHEEL LOADING SET WEIGHT FRAME 1330 LB 'OUTER COVER 320 LB I INNER COVER 155 LB LTOTAL .805 LB GVL,. A1300/ A1302/A1006 APPRO VED BY: TITLE: AGENC Y: DATE: A14" B= 3" C=12" D = 900 Bend Ii I?jec;/1. 3/4"DIA, ROT DIPPED GAL VANIZED STEEL MANHOLE SAFETY STEPS Product Certification This step isman factured from 3/4" diameter steel round bar conforming to M TM A-36 specifications. The steel round bar is manufactured by Cascade Steel Rolling Mills, McMinnville, Oregc ii. The steps are then hot dipped galvanized afterfabrication by Pacific States Gal, anizing, Tualatin, Oregon. The galvanizing conforms to ASTM A-123. The manufacturing of all Lane manhole safety steps is done at our plant in TuaLttin, Orego steps are of U.S. origin. n. The manhole safety N MAWATERNADIOUL Al!!JL' CORPORAl/CA' '•. wwwoIdóastIeprecast.com Oldcastle Precast, Inc. Phone (951) 788-9720 2434 Rubidóux Blvd., Riverside, CA 92509 Fax (951) 784-4365 - January 15, 2013 V Concrete Mix Design #6 66OC-T4OOO DCi% AE Specifications Slump: 4" (+ I-) 1" V Compressive Strength © 28 Days: 4000 psi V • Air Content: 5% (+/-)1 - Water. Cement Ratio 044 . Materials Cement V Cal Portland: Tye tIN Portland (ASTM:C 150) V Fly Ash (Class C) .: N/A V Aggregate 1" V V Vulcan Aggregates: (ASTM:C33) San Bernardino SMARA No: 91-36-0012 Concrete Sand V Vulcan Aggregates: (ASTM:C33) San Bernardino SMARA No: 91-36-0012 ADVA 190. Grace Construction Products (ASTM:C494) Type A and F Daravair 1000 Grace Construction Products (ASTM:C260) V DCI Corrosion Inhibitor Grace Construction Products (ASTM:C494) Type C Aggregate Weights are SSD: Moisture in Aggregates Must be Considered When Determining Total Mix Water V Design Mix per CY V V 1. Cement '660 lbs .. . 2. 1"-.Aggregate 1645 lbs - V 3. Concrete Sand 1285 lbs V V 4• ADVA 190 VV 33 oz (Dosage Rate © 5 oz /cwt adjusted as required) V 5 Daravair V 5 oz (Dosage Rate @ 0.76 oz/cwt adjusted as required) * • 6. DCI (2% accelerator-- 1.25 Gallons) 160 oz (Dosage Rate © 24.24 oz/cwt adjusted as required) 7. Water • 290.4 lbs (Deduct 7 lbs water per 1 gallonof DCI) Material - Specific Gravity • lbsICY • Volume V • • V * Cement 3.15 3.358 #3-1" 268 9.837 #4 - 3/8" 2..68 .0.000 Sand V V 2.63 JV&? 7.830 V Air V 5% V 1.350 Water V V V 290.4 4.654 Total Yield /Volume = 27.0 4 C.iUH3cOJiDCWmRVCde masWcwi Mtedi -Age 5x 01dcast1e Precast. Inc. Confidential 1/15/2013 • 001d.ca9ftPrecasr • Aggregate Source: Vulcan Materials / San Bernardino SMARA No: 91-36-0012 Aggregate Gradations Rock 1" 3/4" 1/2" 3/8 #4 #8 CV Operating Range 90-100 55-85 8-20 0-5 0-5 75 Mm. 11/16/2012 95 77 0 15 4 3 85 11/23/2012 96 77 0 15 4 3 85 11/30/2012 96 78 0 15 4 . 3 85 Average 96 77 0 15 4 3 85 . . Sp.Gr. = 2.68 Cum. Retained 4 23 85 96 97 F.M. 3.05 Proposed X-Value 77 15 • X+/-15 X+I-6 W.C.S. 3(8" #4 #8 #16 #30 #50 #100 #200 SE Operating Range 100 95-100 75-90 55-75 30-50 10-25 2-10 0-5 75 mm.. . ' 11/16/2012 100 99 87 '63 35 14 4 1.3 90 1,1(23/2012 . 100 99 87 63 35 14 4 1.3 90 11/30/2012 100 99 87 ., 64 35 14 4 1.4 ' 90 Average 100 99 87 63 35 14 4 1 90 Sp.Gr. = 2.63 Cum. Retained 0 1 13 37 65 86 96 99 F.M.= 3.96 Proposed X-Values 63 35 16 X +1- 10 X+/-10 X+/-7 • . sSpvtC Combined 201-1.3.2 Caltrans Sieve WCS Rock Gradation Grade C Spec 100 96 98 95-100 90-100 3/4" 100 77 87 77-93 55-100 1/2" 0 0 0 • 3/8" 100 15 53 50-70 45-75 #4 99 4 46 .39-51 35-60 #8 87 3 40 31-41 27-45 #16 63 0 28 . 22-32 ' 20-35 #30 35 0 16 12-22 12-25 950 • 14 0 6 3-15 5-15 • #100 • 4 0 2 0-5 1-8 #200 1 0 1 0-2 0-4 Rock Sand Totatwt Sand Ratio WCS /Agg Ratio 44.3% 55.7% 100.0% 1645 1285 2930 Concrete Mix Design #8: 660-C-4000 DCI 2% AE . 9.837 7.83 17.667 44.32%. aD • • 148~50 - 13' &10nun- "I 215.9mm- 514 1302mm 00 . Bright Red Reflectors 00 0 00 001 00 00000000000000000000000o fl (I 00000000000 000000000 15114' 387.4 MM 14" 35ss mm '< SPECIFICATIONS . . . All Lane Poly Steps meet the requirements . of ASTM C-478 and AASI-JTO M-199. The polypropylene confonns to ASTM D-4101. . The /2" Grade 60 reinforcing bar meets ASTM A-615. RUNG M ,v/4.J4 ..., '% y7 /NTERNAT1ON4L. . .. ___ CORPORATiON P.O. Box 925 • 10758 S.W. Manhasset Dr. • Tualatin, OR 97062 • 503-692-9860. 800:666-0076 Fax 503.692-9863 'wwwianeinternational.corn .7 P; 2"57 General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements 6028/6029 I Submittal No. 6-1 No. of Copies: 1 Resubmittal:, YES NO 16" CML&C Pipe Southland Pipe Prepared on: 01/23/13 Prepared by: Heather Barnhill 5374 ]astgrcv1a1I. San Dico, CA 92121. Phone 858-638-7i00. Fax 858-638-7102 License No: 916931 S13#57496 www.paisd.com info@palsd.com ,• General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Dpcuments except as noted. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. Khader Safi Project Manager PAL General Engineering 5374 EastgatcMiI. San Diego, CA 92121. Phone 858-638-7100. Fax 858-638-7102 License No. 916931 SB#57496 WVW.pa1Sd.COnI . Info@pand.com Southland Pipe Corporation 1230 ])urst Drive Rialto, CA 92376 111.909-873-3820 Fax 909-87'-'825 - April 8,2013 Attn: Ivan Shirley Pal Engineering Reference: Palomar Airport Road project Carlsbad, CA We are submitting shop drawing for a steel fabricated offset drawing MK- I for Approval, And the mill test report for the steel. . Please review. The dimensions need to be field verify. Thank you, . • Joe Smith BILL OF MATERIALS ITEM QTY. DESCRIPTION A 1 17 3/8" OD X .250 WALL PIPE PIN END AWWA C200 B 2 16 150# FF 5/0 FLANGES BORED 17 1/2" ID ASTM A105 CONTRACTOR TO FIELD VERIFY DIMENSIONS. 30 RCP VERIFY 51017 - 50 - - 4-5 1/4 / . 475 1/' . S . ROSCOE Moss COMPANY MATERIAL 4360 Worth Street, Los Angeles, California 90063-2536 SPECIFICATION. P.O. Box 31064, Los Angeles, California 90031-0064 AND TEST Phone: (323) 263-4111, Fax: (323) 2634497 CERTIFICATE ITEM 1 Spec. Pipe: AWWAC 200 Date Mfg. June 2012 Company Name: 17 3/8OD x 14"WALL Southland Pipe Corp. 10 PCS @ 40'W/WELD BELL x PLAIN END P.O. Box 97. Uplarid,CA 91785 Spec. Mat.: Mat Source: ASTM A1018 GR 36 Altos Hornos de Mexico- Cargill 400' Lineal Feet Cust P.O.: 10834 Date: May 29, 2012 . Ship To: Same Ship Via: Will Call Item Heat No. Yield Point Tensile .% Hydro C Mn P S Si Cu Ni Cr Mo Al Production Weld Tests PSI Strength Elong PSI Bend Tensile 2" 1. 218599 46432 69391 45 • 829 ' 18. .84 017 014 105 02 OK 72423-PM OK 72671-PM f ALTOS HoRNos DE MEXICO MILL TEST CERTIFICATE AHMSA:QUAUTY WITH THE STRENGTH OF STEEL R291170 -- NVE M'( IH&1 .qICAL A I Ok T SMVIMT2RVAZC0TA5 1'Jt4SA / .L DE .2 0 CQ.1I.20L1. 1 1TA0 THE OP TH O..iPANY ADORMS 3100 74 t21604 W Sm I0toni. IX. 90 RAMIRD - 0005 '4CP.C' PRDUUCT Mit RCUM STEM IY C011S - N0 .60XT.C.N -4 0T spwtp1rrCN C 74 P S Si .10 C1 771 Yb A21 V 7() Ti 72 213529 $2tI A 101.8 6536 TI $I0,0S0.185 0.949 0.017 COIl. C.01.), 0.024 0.020 j.ri :53' :.000 0.002 0.003 0.032 00087 21600 25171 81011 33 .36 72 510.040.1.83. 0.027 0.013 0.0123.01:4 0.213 0.0 •i.423 5.90' 0.059 D. OM 0.003 0.032 0.0069 230001 6I94 81011 53 36 72SX0.04D.181 0.800 0.014 0.013 1,0131 0 021 0.125 1.024 0.2177 3.035 0.002 0.002 0.052 0.0009 -------------------------- - ------------------ --w-, 0? mm P22j5T NO 31J73 LmQ91F$S(1ncb Y.S7rB 'r5T170 7 `1131c. 219599 3404044 5020 2 24710 46.432(1t) 69.39105$tl 45(1 2 1 319599 3484042 6510 0.2400 47.364(I) 59,916{I) 40(%) 5 319800 - 1404040 4010 0.19)4 40.078(030.) 74.305(7551) 40) 2 210600 3464050 5020 0.1015 50.743(331) 73.80B0) 43(9) 2 21800). 3492358 0040 0.1610 34.4S0(OSD 72.730t91) 41(i) I 319.401 7442331 4040 0.1.51.5 50.029(331) 70.15S(K511 41(9) 2 ------------------------------ SKE9Pm ?00r i1w • MIL W. 33{3Q07236(11.6h) W7,17t4(iu5) mam 1T7)I 17J 01E1711!00 DOD. 016599 3464044 3003124247 3071060 1001541179 E2C10(CP-10D)9 1-- -' 216399 5484C43/ 0.2400 50.0000 . 2003124347 000060 1001341179 AHfl0'O(52'-13039 7 218600 3484505 3.1.775 60.5000 0000124341 003140 0001541119 1c11D49(12664j-0 230601 2404057 0.1115 605000 0000124347 3021.40 1601.541119 Bfl0s9(101784-0 21,8601 2483059 0.I70 60.3000 0000124347 000000 1001542.279 47I1O'70(L7-1.0139 . ZL 102. I 319599 1484044 A560/0635 218599 3494543 AL-69 1A.635 218600 2494055 A268114835 . 218601 1404057 A500/#63S 210001 1o05Q59 8360/2.635 .-.----.----.-..-• OF 001) ( ICO3 . RECEIVED atME 23174 A 10:1(2.1016 53 16 9075 5371330324171 10 951712. 36 0772075 23177 2. l01i/81028 15315 05 1L 10 2504 A 572 55. C3MRSION TO ASIM A36 4OV 10 2011 ;D1717 it) 8.5Th 83011/30016 59 36 DfP3 2 0075 COWMIU4 10 85Th 236 70033 '10 2.517. 71203118111B 50 20 FP2 2 512277275? 05 c1G131 04424150 . . -. isaiso 00090131 cc.73-F01-A S . ALTOS IJORNOS DE MEXICO MILL TT CrIPCATE AHMSkQUAUTY WITH THE STRENGTH OF STEEL B291170 A1JDS Nov lQZ1 A -lmc.s:cwI4 .- Tim Fennessy "'..from: Tim Fennessy ent: : Monday, March 11, 2013 8:26 AM To: Heather Barnhill (Heather@palsd.com) Cc: Casey Arndt Subject: FW:.Scanned from a Xerox multifunction device Attachments: Scanned from a Xerox multifunction dev1ce001.pdf Hi Heather, Please find attached submittal #24, (your # 8-3), for Precast Concrete Structures; Submittal has been rejected. Please see comments for specific items that must be addressed. Thank you, .Tim Fennessy Construction Inspector City of Carlsbad 5950ElCamirioReal Carlsbad, CA 92008 760-602-2780, ext. 7309 office • 760-802-8777 cell • ---Original Message----- From: XeroxColorQube@carlsbadca.gov [maiIto:XeroxColorQubecarlsbadca.gov] * Sent: Monday, March 11, 2013 6:50 AM To: Tim Fennessy • Subject: Scanned from a Xerox multifunction device Please open the attached document. It was scanned and sent to you using a Xerox multifunction device. Attachment File Type: pdf multifunction device Location: machine location not set Device Name: uti14253 • • For more information on Xerox products and solutions, please visit http://www.xerox.com 1 JIL General Engineering Inc. City of Carlsbad 5950 El Camino Real .. Carlsbad, CA PAR and College Blvd Intersection. Improvements • 6028/6029 - Submittal No. 3-1 . • No. of Copies: 1 - Resubmittal:- YES NO Striping On-Time Striping :-- ___________________ 47 EXCEPTIONS TAKEN OMAKE CORRECTIONS NOTED - E3 SUBMIT SPECIFIED ITEMS OREVISE AND RESUBMIT REJECTED Prepared on: 03/27/2013 Corrections or comments made on the shop drawings during this . Preoare by Heather Barnhiil Proie CQorrnator review do not euve me contractor or flIS .responsbdlty to -comply with., the requirements of the drawings and specificons. This review is only to check foe generaUconformance with the design coop ppt the Contract * Documents. That responsible for: confirming and correlating all dimensions and quantities; selecting fabrication processes and techniques of construction; coordinating the work of the, trades; and performing the work in a safe and satisfactory • manner • • - - S • P]; I ~400 0 General Engineering Inc. City of Carlsbad 5950 El Camino Real • Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION: •. The undersigned, as representative of Contractor for the above Project, submits the following and certifies Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. 0 Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. - .4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project and will result in a complete, functional installation. S. Submittal has been coordinated with other submittals and work and proposed products and construction • will properly interface with other construction. Khader Safi Project-Manager 0 • PAL General Engineering 0 5374 1 rn: 719. Sm CA 902121. lThone 5$-6318-711JU. f:x 8%3i-712 1.icne No. 916931 - S 3749G - u.pild.ccrn- 1nf14cin o _ PRODUCT DATA SHEET DESCRIPTION WATERBORNE TRAFFIC PAINT PRODUCT 13010-20 MAX (white) 8010-20 MAXLFY (Lead free Yellow) NUMBER: MAXIMUM WET FILM: 15 mils FAINT CLASS: FASTORY REGULAR BUILD Version: I Issue date: July 15. 201 1 -• PRODUCT DESCRIPTION: A user-friendly high solids, fast drying traffic paint formulated speciiically.for airless equipment and conventional air atomized equipment used in painting,roadway-, airports, pat klnb lots and sinaller lane line striping cqulpinun ith or without pressure e applied glossbeads..lt offers all -ofthe benefits of a waterreducihie piint, and quickly •dries io ano track condition. . PRODUCT A1DVANTitGES.: G .Nonflanmable.No special solvents needed Product reduces and -cleans up easily with water. Products perform equally onboth asphalt and concrete. .• - - o Paint demonstrates excellent bead retention. -- Keeps traffic control lo 'a minimum when striping. RECOMMENDED FOR: The product is designed lhr use as traffic marking, legend work and parking. delineation over asphalt. . Portland cement and concrete pavement COVERAGES: I gallon yields 320 fte1 of4" stripe® 15 mils, 400 feet of 4' stripe ® 12 flills.: DRYING TIMES: Dries to no pickup in less than 10 minutes® 15 mils when ambient atid surface temperature are 75° F or higher at 50±5% humidity. See conditions k,r application bclov for fustherinlbrmation. 1`EC14N1cALDATA Total solid wt'Y >75 Totalso.tid -volunie% Total pigment cvt% >38 Flash point AM D327 Non- flammable NVV wt% >35 Reducer water Viscositv(KU@7rF) 80-95 VOC(gfl.) <ISO .Relutivt- density (at 25T) >13-5 Thinner water Direct Reflectance at IS mils >80 (white) pH . >10 wet film >5(Xyellow) Hiding powu-l5mi1s >complele No Pick Up Time, 77 F <10 without bead, rni,nute. ASTf'v D-71 1, at 15 .mil wet film ENVIRO:NM.ENTAL 1ATA: All -pnducls-c0ntarm to the FvdetI Clean Air Act Amendment of 1990.. Volatile Organic Content '- i;bthw ?l:50gramsper1iter..AIl productsare fneeof1e-ad chronjeand other heavy orxóxicnieials. -ConsUttivISDS 1bradditiona1 sakty and i-egtilatory information. DIRECTIONS FOR USE: Mix thoroughly before using. Thinning is not recommended and should be considered ready for use. - Adding water increases the drying time and can compromise the performance. If thinning is necessary for smaller equipment, add one (F) pint of water per five (5) gallons of paint. Product may be applied at desired mil thickness up to 15 wet mils. Thicker films will be slower drying and may exhibit cracking. Recommended wet film application is ten (10) to fifteen (15) mils. Using 0415 or . 417 airless tip is a good starting point. Adjust application pressures and tip sizes to get an even flat desired mu thickness and line definition. If beaded application is required, apply drop on beads at the rate of four (4) tosix (6) pounds per gallon of paint. Do not use organic-solvents. Al) equipment 'must -be clean and flUshed with valer before applyingpaints. . CONDITIONS FOR APPLICATION All surfaces must be clean, dry and free from oil, grease, antifreeze, loose sand, aggrcgatt or chipping or peeling paint For complete drying and minimum dirt retention lots should be closed totraflic for two hours minimum after painting New asphalt and concrete should be allowed to cure for 'a minimum of 30 days before the application of point vhen.possible. Any curing compounds used on new concrete must be mechanically abraded off pricr to striping. When striping on freshly sealed surfaces use caution.as some sealers can affect the curing and adhesion of traffic paint. CAUTION: For industrial use.only. Not for residential use. New asphalt surfaces should ideally be allowed to age several months before striping Latex paints will not bleed on asphalt, but shrinkageof the paint film during curing may cause new asphalt to lift or crack. Exceeding the reconmended film thickess will increase the tendency to cause asphalt lifting. 11 it is absolutely necessary to paint on new asphalt, thin the paint with one to two pints of water per gallon of paint and spray with the lowest pressure possible to produie a thin coat of no more than 7 ms of wet film thickness Check asphalt by applying a test strip to aid in determmtng the readiness for painting If applying two coets or over striping lines within a flue law., allow the first coat to dry fully before applying the second coat APPLIcATIoN LIMITATION: Applying a test strip to determine dry to no pickup time when humidity higher than 65% cone whenever necessary. Do not heat paint in striping system above 110°F Do not apply when temperatures are below 50 F or humidily is greater. than 85% Do not apply when rain is forecast Do not apply when-temperature and hum idit) are hur or below the dew point Do not mix with water. Do not apply when temperatures are near or below the dew jpoint or rain is forecast within 2 hours. Do not apply if temperatures expected to fall below ficczing Eoi 24 hours after application SHELF LIFE Water based paint is best utilized within three months oldel ivery but remains usable for twelve months. EQUIPMENT: All surfaces that come in contact with the paint should be stainless steel, PVC plastic, or a non reactiv material. Galvanized, brass, copper, mild steel or aluminum will reactwith the product and clog the equipment. CLEANUP OF EQUIPMENT Flash the equipment with wOlcr. For dried residue agood household clewieror •Wind 'ill aid in removal. A mixture of 25% alcohol and 75% water can be used to totally clean and f1ush the equipment,, flush equprnent with water only before reloading paint. The Product Date oftrediiejein is, to the best of our knowledge, true and accurate, but all recommendations are made without warning, expressed or implied. Because the conditions of use are beyond our control, neither Ennis Traffic Safety Sobtions, nor as agents shall be Ii ible for any 4fltUiY loss or damage, direct or consequential, arising froin time use or the inability to use the product described herein. No person is authorized to make any statement or ,recontmendati&ni not contained in The Product Data, and any such statement orrecommendation, if made, shall not bind the Corporation. Purlher,nothing contained herein shall be construed as recommendation to use any productrin conflict with exiting patents, and no license under the claims of any patent is either implied or granted. Ennis Traffic Safety Solutions P.O. Box 404 1509 South Kaufman Ennis, Texas 75120 1-800-331.8 lIE 0 ENNIS MATERIAL SAFETY DATA SHEET FOR COATINGS, RESINS & RELATED MATERIALS SECTION PRODUCT IDENTIFICATION Manufacturer: Ennis Traffic Safety Information Ph: 800-331-8118 Solutions P.O. Box 404 Emergency Ph: 800-424-9300 1509 South Kaufman Revised 224-2010 Ennis, Texas 75120 Product Class Waterborne - .•• "Lead Free Fast Dry Traffic Paint - APPLIES TO ALL COLORS Trade Name: Ennis Paint HAZARD RATINGS' HEALTH 1 ] C.A.S. Number: N/A- Mixture NoNe-ExTREME FIRE VOC: <1DO G/L I o 4 REACTIVITY 0 Specific Gravity: 15.-17 PERSONAL ProiccrIoNo . SECTION II HAZARDOUS INGREDIENTS * WEIGHT----•-----------------Exposure Limits --------.--VP INGREDIENTS' CAS # z ACGIHJTLV OSHA/PEL •,!nm HG Methanol •67-561 25 MAX 200 ppm 200 ppm 97.7 •, STEL= •50 PPT @68F SECTION Ill PHYSICAL DATA ROILING RANGE: 147477°F VAPOR DENSrrY: Heavier than Air. EVAPORATION RATE; 0.45 r)-Butyl .Acetate LIUI0 DENSITY: t5-t7 kg/I @ 2oC APPEARANCE: Heavy Liquid V.O.C. <100g/(/1.3Ibs/gai VOLATILES: VOL % 38-407. WGT% 20-25% SECTION IV FIRE AND EXPLOSION HAZARD DATA FLAMMASILITYCIASS: FLASHPOINT TCCLEL :UEL. NotFlamrnable ASTM:D 3278: '>aoi'F N/A N/A ASTM D 93: >201'F •, EXTINGUISHING MEDIA:' o NONE SPECIAL FIREFIGHTING PROCEDURES: NONE . UNU.SUPsLFIRE& EXPLOSION HAZARDS: KEEP CONTAINERS TIGHTLY CLOSED. 0 'ISOLATE IFROM HEAT, SPARKSAND OPEN FLAME. • fl - . CLOSED CONTAINERS MAY EXPLODE WHEN EXPOSED TO EXTREME HEAT. - - page: - o THIS MATERIAL WILL NOT BURN UNTIL THE WATER HAS EVAPORATED. DRIED RESIDUE CAN BURN. IN A TEST "EVALUATION OF THE FIRE HAZARD OF WATER-BORNE COATINGS" (FACTORY MUTUAL RESEARCH CORPORATION SCIENTIFIC CIRCULAR 804 DECEMBER 1977), FOUR WATER-BORNE COATINGS -PRESENTED NO [FIRE] HAZARD".. "IT WAS ALSO CONCLUDED THAT RESULTS OBTAINED FROM LABORATORY (FLASH POINT] TESTS ARE NOT REPRESENTATIVE INDICATION OF THE FIRE HAZARD OF WATER-BORNE COATINGS". SECTION V HEALTH HAZARD DATA PERMISSIBLE EXPOSURE LEVEL: . SEE SECTION II FOR INFORMATION ABOUT INDIVIDUAL INGREDIENTS. 0 EFFECTS OF OVEREXPOSURE. SEVERE EYE IRRITATION. HEADACHES, DIZZINESSAND/OR NAUSEA. SKIN CONTACT MAY CAUSE IRRITATION OR RASH. ° SKIN ABSORPTION MAY POTENTIALLY CONTRIBUTE TO THE OVERALL EXPOSURE OF METHANOL. APPROPRIATE MEASURES SHOULD BE TAKEN TO PREVENT.ABSORPTION 50 THATTHETLV ISALWAYS MET. : : o NIOSH RECOMMENDS A LIMIT OF 200 ppm, 8-HOUR TWA; 8o0 ppm15.MINUTE CEILING FOR METHANOL. ..•. 0 OVEREXPOSURE TO METHANOl. (OR ITS COMPONENTS) HAS BEEN SUGGESTED AS A CAUSE OF EVE DAMAGE IN HUMANS. -. FIRSTAID: 0 EYES: FLU SHTHOROUGHLY WITH WATER FOR AT LEAST 15 MINUTES, LIFTING UPPER AD LOWER LIDS OCCASIONALLY, GET IMMEDIATE MEDICAL ATTENTION, SKIN: WASH EXPOSED AREAS WITH SOAP AND WATER. REMOVE CONTAMINATED CLOTHING. IF IRRITATION OCCURS, GET MEDICAL ATTENTION. o INHALATION: MOVE VICTIM AWAY FROM SOURCE OF EXPOSURE AND INTO FRESH AIR. IF SYMPTOMS OF EXPOSURE DEVELOP, GET MEDICAL ATTENTION. SECTION VI REACTIVITY DATA STABILITY: CI UNSTABLE 0 STABLE HAZARDOUS POLYMERIZATION MAY OCCUR II WILL NOT OCCUR INCOMPATIBILITY: PItA CON OmONSTOAVOID: N/A . HAZARDOUS DECOMPOSITION PRODUCTS: CO, CO SECTION VII SPILL ORLEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL-IS RELEASED OR SPILLED: • 0 COLLECT IN A RETAINING AREA OR CLOSED CONTAINER IF POSSIBLE, AVOID EXCESS DILUTION WITH WATER. •0 MATERIAL MAYBE CONTAINED WITH AN ABSORBENT MATERIAL THEN TRANSFERRED TO AN APPROPRIATE CONTAINER o AVOID EXPOSURE TO HEAT, SPARKS, FIRE OR OPEN FLAME. ° AVOID HOT METAL SURFACES. 0 WASTE DISPOSAL METHOD: DISPOSE OF IN ACCORDANCE WITH LOCAL STATE, AND FEDERAL REGULATIONS. Page: SECTION VtII SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: WEAR APPROPRIATE, PROPERLY FITTED RESPIRATOR (NIOSH/MSHA APPROVE D ) D U R I N G SPRAYING APPLICATION TO PROTECTAGAINST OVERSPRAY. V V VENTILATION: ADEQUATE VENTILATION is NECESSARY WHEN SPRAYING OR MIXING AND E X H A U S T W I T H V PROPER AIRFLOW IS ALWAYS RECOMMENDED. V AVOID ANY DIRECT INHALATION OF SPRAY MIST IF THIS PRODUCT Is SPRAYED PROTECTION GLOVES RECOMMENDED EYE PROTECTION CLOSE FITTING SAFETY (JOGGLES OTHER PROTECTIVE EQUIPMENT MAY ADHERE TO SKIN - GLOVES, LONG SLEEVES, HATS AND FACE SHIELDS ARE RECOMMENDED. PROTECTIVE CREAMS MAY HELP, BUT ARE NOT AS PROTECTIVE AS GLOVES, E T C . V o TRAIN AND EDUCATE EMPLOYEES IN THE SAFE USE OF THE PRODUCT. V V V . SECTION IX . SPECIAL PRECAUTIONS PRECAUTIONS TO BETAKEN 1N HANDLING AND STORING: PROTECT FROM FREEZING SECTION V ECOLOGICAL INFORMATION V ECOTOXICITY: FISH: FATHEAD MINNOW: 96 FiR; LC5o 750 mg/I OTHER; NO OTHER INFORMATION ISAVAILABLE SECTION XI . .. V V . V ADDITIONAL REGULATORY INFORMATION V V. THIS PRODUCT IS NOT REGULATED BY D.O.T. WHEN SHIPPED DOMEST4CALLY BY LA N D . SARA 11T(iIH.SECTION3I3: V V • ,. • THIS PRODUCT CONTAINS THE FOLLOWING TOXIC CHEMICALS. SUBJECT TO THE REPORT I N G :REQUIREMENTS OF SECTION 313 OF THE EMERGENCY PLANNING AND COMMUNITY RIGHT TO 2 KNOWACTOF1986ANDOF40CFR372: V • V V V • CAS# CHEMICAL NAME • PERCENT BY WEIGHT V V 67-56-1 V METHANOL • 2.5 MAX V PROP 6 (CARCINOGEN): THIS PRODUCT CONTAINS A CHEMICAL KNOW TO THE STATE OF CALIFORN I A T O C A U S E . • CANCER. V V CAS# CHEMICAL NAME PERCENT BY WEIGHT V • • NONE V V • Page: . :. PROP 65 (TERATOGEN): WARNINC THIS PRODUCT CONTAINS A CHEMICAL KNOW TO THE STATE OF CALIFORNIA TO CAU S E BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. —CAS# CHEMICAL NAME PERCENTBY WEIGHT NONE PROP 65 (BOTH CARCINOGEN AND TERATOGEN) WAPll: THIS PRODUCT CONTAINS A CHEMICAL KNOW TO THE STATE OF CALIFORNIA T O C A U S E CANCER OR BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. CASa CHEMICAL NAME PERCENTBY WEIGHT NONE TSCA U S TOXIC SUBSTANCES CONTROL ACT ALL COMPONENTS OF THIS MIXTURE ARE IN COMPLIANCE WITH -THE INVENTORY LISTING REQUIREMENTS OF THE U.S.TOXIC SUBSTANCES CONTROL ACT (IscA) CHEMICAL SUBSTANCES INVEN IORY SECTION XII MISCELLANEOUS INFORMATION THE INFORMATION OFFERED HEREIN IS, TO THE BEST OF OUR KNOWLEDGE, TRUE A N D ACCURATE, BUT ALL RECOMMENDATIONS ARE MADE WITHOUT WARRANTY, EXPRESS OR IM P L I E D , SINCE THE CONDITIONS OF USE ARE BEYOND OUR CONTROL, NEITHER ENNIS PAINT, INC., NOR I T S . • AGENTS SHALL BE LIABLE FOR ANY INJURY, LOSS OR DAMAGE, DIRECT OR CONSEQUENTIA L ARISING FROM THE USE OR THE INABILITY TO USE THE PRODUCT DESCRIBED HEREIN. NO PERSON I S AUTHORI2ED TO MAKE ANY STATEMENT OR RECOMMENDATION NOT CONTAINED IN THE MATERI A L DATA SHEET, AND ANY SUCH STATEMENT OR RECOMMENDATION, IF MADE SHALL NOT RIND T H E CORPORATION. Page 4 I. WHITE ALKYD EXTRUDE THERMOPLASTIC TRAFFIC IMARKINC MATERIAL 886061. - DESCRIPTION Ennis Irailic Safety Solutions White Alkyd Extrude Thermoplastic rLfleaori/ed pavement marking material is intended for u on Portland cement or a.phalt concrete mad surfaces It is a 100% solid material that must be pet-heated to a temperature of at least 4257 (2180C) and applied in a molten state to a pavement surface at a temperature of at least 40001 (204°C) Roadway surface temperature at the time of application shall not he less than 50OF (10°C) and shall be rising The road surface shall be ahsoluteI di'. %ith no forecasted ,rain for the day. Upon cooling to normal pavemcnt temperature thermoplastic provides a very durable marking material for high traffic areas. CHARACTERISTICS OF FINISHED THERMOPLASTIC (typical) Rindcr, % by weight 190 Glass Beach AASWIO M 247 % hy weight 30:2 ita Tnium Dioude %b weight II 0 Tests on material alice 4 hours heat with stirring at 4201 ±20f' (218111- +I0 Soflening Point. 'C. ' : 107.5 Tensile Bond Strength psi 280 I lardntss Shore A2 1150117 460() 61 DavlightReflectarice . 82.35 Yellovncs1ndes 6.52 Specific Gra'.it' 208 DRY TlME ,. • When applied to the pavement, the thermoplastic material shall he sutliciently tack-Free tocarry traffic in not more t h a n 2 minutes '.shtn pa'.ement surface t&mperaiurt. Is at 0:3°F (10°C) and not more than 10 minutes when pavement surface temperature is 13(}±3°F (54°C). WHEN TOtlSEPRIMER: Use the tliernioplastic rnanufausurer's recommended primer on all Portland concrete, and on asphalt surfaces that are -more than '.eors old oxidized and/or have agregale exposed. Thee to make .Ue that the tos cra,e is adequate and allow primcr to cure according to manufacturer's instructions before applying Thermoplastic. - PACKAGING. . Ennis Traffic Sutty Solutions' Alkyd Thermoplastic is avuilabk in granular form packaged in 501b. (227kg)mekahle bags that are compatible with the thermoplastic allowing them to melt and become part of the hot melt mixture at application temperature. tPOIREQCES'F !¼-. 3V24O The Product Datz.o'ered herein is. to tht' best of our knowiedac. true and at-curam but all recommendations awmade without warnin& cpressed or implied. Because the conditions of use are beond our control, neither Ennis Traffic SafeiySoieions, nor its agents thatl be liable for any injury, toss or damage, direct or consequential arising from the use or the rnabilth to use the product described herein ?o person is authorized to mate any statement or recommendation not contained in the Product Data, and any sench statement or recommendation, if made, droll not bind the Corpomiioa. Further, nothing contained herein shalt be construed as a .recommendation to use any product in conflictwith existing patents, and no license under the claims of any patent is either implied or grant e d . Ennis Trnflic Sate $oiutgons $910 N.Ccntssl E.'cpressway. Suite lOSt) Osilen, TX 75206 1-800-33i,Sl:Itt Product Name W5E-5GX-CA THERMOPLASTIC NON PRETEST CA -. Product Code(s) 886061 Recommended Use Traffic paint Product Technology Thermo Supplier Address Ennis Paint Inc 5910 North Central Expressway Suite. 1050 Dallas TX 75206 - I 800 a318118 800331 8118 (For-Technical Inquiries) Chemical Emergency Phone Number Chemtrec 800-424-9300 I t1P2 HAZARDS IDENTIFICATION '& WARNING!, - Emergency Overview Product dust may be irritating to eyes skin and respiratory system May cause respiratory impairment and lung damage Cancer hazard - WARNING! This product contains a chemical known in the State of California t&cause cancer. - .Appearance White Physical State Solid, Odor Odorless '.5 •5 Potential Health Effects Acute Toxicity -. Eye . May cause irritation. The molten product can cause serious barns.' Skin • May cause irritation. The molten product can cause serious burns. : Inhalation Inhalation of dust in high concentration may cause irritation of respiratory system Ingestion Ingestion may cause irritation to mucous membranes Chronic Effects Inhalation overexposure to free crystalline -silica may cause delayed lung injury including ' , . silicosis, a disabling and potentially fatal lung disease. Crystalline silica (quartz) has bee - •• $ - -. - classified by the International Agency for Research on Cancer (IARC) as a known human carcnogen (Group 1) Titanium dioxide has been classified by the International Agency f3r Research on Cancer (IARC) as possibly carcinogenic to tiumans(Group 28 by inhalatii "I - :, • •.,• . .5 . .. Aggravated Medical Conditions Respiratory disorders. Lungs. Environmental Hazard Toxic to aquatic organisms may cause long-term adverse effects in the aquatic environraent See Section 12 for additional Ecological Information. - - - S - Pagel/8 Sc C26 .• WPS-ENN486061 - W5E-5GX-CA THERMOPLASTIC NON-PRETEST CA - Revliión Date 'T I I Chemical Name I CAS-No Weight Limestone I 1317-65-3 40-70 Glass, oxide I 65997-17-3 40-70 . I Paraffin 8002-74-2 I 1540 Titanium dioxide I 13463-67-7 -10-30 I - Quartz I 14808-60-7 I -7 I 'Y? 4F$RST AID MEASURES ci 2.10$j - . Eye Contact - Rinse immediately with plenty of water, also under the eyelids, for at least 15 minutes. ilf . - symptoms persist, call a physician. Contact with molten materials, requires immediate medical assistance. - Skin Contact.Wash off with warm water and soap..If skin irritation persists: call a physician. In case f burns immediately cool affected skin for as long as possible with cold water. Do not remove tiothing if adhering lo skin, Removal of solidified molten material from skin requires medical assistance. Inhalation Move to fresh air. If symptoms persist calla physician ' Ingestion - - Clean mouth with water and afterwards drink plenty of water. Consult a physician. Notes to Physkian Treat symptomatically. Flammable Properties ' Not flammable. .- Flash Point > 500F - Suitable Extinguishing Media Use extinguishing measures that are appropriate to local circumstances and the surroanding environment - Explosion Data 4 - - - -Sensitivity to Mechanical Impact None - Sensitivity to Static Discharge None , . Protective Equipment and As in any fire, wear self-contained breathing apparatus pressure-demánd MSHNNIOH Precautions for Firefighters (approved or equivalent) and full-protective gear. NFPA Health Hazard I Flammability I - Instability 0 Physical and Chemical - - , Hazards- HMIS Health Hazard 1 Flammability 1 Physical Hazard 0 Personal Protect-on - J :4 j Personal Precautions Use personal protective equipment Ensure adeuate ventilation. Avoid dust formation Environmental Precautions, Pnven1 pthduct from entering drains. Do not flush into.surface water or sanirysewei system. - Methods for Containment Prevent further leakage or spillage if safe to do so. Methods for Cleaning Up Use personal protective equipment. Avoid dust formation. Cover powder spill with plasiic sheet or tarp to minimize spreading and keep powder dry. Take up mechanically and collect in - -, suitable container for disposal. - - - - - - - ' - - - I- - - - - - Page 218 - - - ' WPS.ENN486061 - W5E.56X-CA THERMOPLASTIC NON-PRETEST CA . Revision Date HANDLING AND STORAGE Handling Ensure adequate ventilation. Avoid breathing dust. Wear personal protective equipment. Avoid dust formation. Fine dust dispersed in air may ignite. . Storage Keep container tightly closed. Keep in properly labeled containers. Keep out of the reach of children. EXPbWAE' 00L Exposure Guidelines . Chemical Name ACGIH : os4A PEL NIOSH IDLH Glass, oxide TWA: 1 fiber/cm3 respirable fibers: 65997-17-3 length >6 .pm. aspect ratio >=3:1, as - determined by the membrane filter . .- . . . - method at 400-450X magnification 14- - mm obJectiveJ, using phase-càntrast - illumination - TWA: 5 .mgfmtnhaIable fraction - S Paraffin ' , . i1N: 2 mglmn' -'• (vacated) TWA: 2 fig/rn' TWA 2 mg/in'- - . 8002-74-2 . . •- '- - . 5 —____________________________ Quartz; - ' ,. TWA: 0.025 mg/rn'resirable fraction TWA .0.1 mg/rn' (vacated) IOLH: 50m9/rn3 respirable dust, = . 14808-60-7 ' ' ' . - 5-. -. ' TWA: 0.05 mg/rn' res1rabtE dust - Limestone-- - . ,., . . - TWA: 15 rngi&total dust TWA: 10mg/rn' total dus. 1317-65-3 1WA: 5 ing/m'respirable fraction TWA: 5 mg/rn' respirable dust S (vaca(ed)TWA: 15mg!ni'totál dust (vacated) TWA: 5mg/m3respirable • fraction - -' - Titanium dioxide TWA: 10 mg/m I_____________________ TWA: 15 mg/m'totai dust tDLH: 5000 mg/m' , 13463-67-7 (vacated) TWA: 10 mq/njkotal dust_ ACGIH TLV Amancan Conference of Governmental industrial Hygienists Threshold Limit Value OSHA PrzL Occupational Sa'fety and Health Administration Permissible Exposure Limits N/OS/I IOU-I Immediately Dangerous 10Life or Health - Other Exposure Guidelines Vacated limits revoked by the Court of Appeals decision in AFL-CIO v. OSHA, 965 F.2c 96.2 (11th Or_ 1992) - '• Engineering Measures ' Showers. Eyewash stations . - - .5 •: S - - Ventilation systems PersônaIProtect2veEquipment . '- - S • .. , - - Eye/Face Protóct4on Safety glasses with side-shields. For handling molten material, use of a faceshield is . 5 . .5 5 . recommended. .. - . Skin and Body Protection Protective gloves. When handling molten materials, use of long sleeved shirts is required. - . . Respiratory Protection if exposure limits are exceeded or initation is experience. NIOSHJMSHA approved reiratory - - protection should be worn. Positive-pressure supplied air respirators may be required for high - airborne contaminant concentrations. Respiratory protection must be provided in aocodance with current local regulations. -- Hygiene Measures When using, do not eat, drink or smoke. Remove and wash contaminated clothing befoe re- - . ' . - • use. Provide regular cleaning of equipment, work area and clothing. - S • ' - -, - - - . I - - S - . SI S - - • •1 . 5- S .- 4 5 - -. - . • . - - Page 318 • S • S . ..- - S - - 'S '.51'S_S - - . I ....- - •'• -. •I -- • -- : WPS ENN-886081 W5E SGX-CA THERMOPLASTIC NON PRETEST CA I Re lsion Date 'p . 9'*PHYSIAIJAND CHEMICAL PROPERTIES W -• Appearance White. Odor - .,. Odorless. Odor Threshold Not applicable Physical State f . 'Solid, .. s.-. pH Not applicable - Flash Point > 500°F, Autolgnition Temperature. Not applicable Decomposition Temperature No information available Boiling Point/Boiling' Range Not applicable Melting Point(Range 95-120°C /203-248°F .. - • ; - Flammability Limits in Air •. Not applicable- Explosion Limits . Not applicable t -• Specific Gravity - 1.7-2.3 • Water Solubility Insoluble in water. Solubility No information available. • Evaporation Rate . - Not applicable,..- - Vapor Pressure Not applicable Vapor Density No data available VOC Content (%) 0% 100% Solids ft. - .• .,1_ . , ABIL V, Stability Stable under recommended storage conditions Incompatible Products None known based on information supplied t Conditions to Avoid Dust formation. -- : - . • - -4. 1 Hazardous Decomposition Products Carbon oxides. Nitrogen oxides (NOx). Maleic acid.' -'.' •• - - ., 4 . , - , • . Hazardous Polymerization Hazardous polymerization does not occur .- • . •. . - , 1 4 -• • - . ..•- . . •, ••- -. - • - Page418 , • •. .. -. , - - • • 4 .. 4 _4•_, - - I • • -- - • • . A U - - I - - C - - - - - - -- --- -, - U '- 1 WPS ENN-886061 WSE SGX-CA THERMOPLASTIC NON-PRETEST CA Roy-slon Onto S ..—. ?11 Acute Toxicity Product Information May be harmful if inhaled - .: .. . :- . s -. Component Information Chemical Name . L050 01 L050 Dermal . LC50 Inhalatlom Paraffin •- >3750 me/kg (Rat) >3600 m (Rabbit) - Quartz 500mg/kg (Rat) Titanium dioxide - > 10000 mg/kg (Rat) * . -: . > 6820 m/m Chronic Toxic S .. S.. .5 . S.. .•••S_ 5 . . - . . ., '. . •.. Chronic Toxicity Inhalation overexposure to free crystalline silica may cause delayed lung injury includng - - •. . ;. silicosis, adisabling and potentially fatal lung diseas. Crystalline silica (qua) has been - . classified by the lntamaonal.Aen for Research on Cancer.(IARC) as.a knouan - . . carcinogen (Group 1). Titanium dioxide has lieei classified .by Thelnterñátional tn:y for Research on Cancer (IARC) as possibly carcinogenic to humans (Group 213) by inhakstion - 5.- - Carcinogenicity This product contains one or more substances which are classified by IARC as carcinogenic to humans (Group I) probably carcinogenic to humans (Group 2A) or possibly carcinogenic to humans (Group 213) 4. 0 - '.4 ., •:-: :. ACGIH (American Conference of Governmental industrial Hygienists) A2 - Suspected Human Carcinogen A4- Not classiflableasa Human Carcinogen . S • . , - - . . IARC: (International Agency for Research on Cancer) Group I -.Carcinogenic to Humans •. Group 28 Possibly. Carcinogenic to Humans Group 3: Not Classifiable as to its Carcinogenicity to Humans NTP: (National ToxicityProgram) Known -Known Carcinogen . • . . OSHA (Occupational Safety & Health Administration) X - Present. -, .5 . - . •-'. _ •-•; , -. :- -. Target Organ Effects Lungs Respiratory system INFORMATION Ecotox,c*ty The environmental impact of this product has not been fully investigated S - • S - - S - S : — Page 5l.8 . . -• . S.. '-:. .. S .;S.• -, • - - . . -. - 455 5 '.5 4 . . •.. . . ,-•. -5 S.• S • . S . - - •. • - - . :- 4 --_-•_-r--.-.----•--.•-S. . r- 555555455555 ----•S----- - . . ., • 4. . ••5• - .. - .' S Chemical Name ACGIH IARC - NTP • . OSHA Glass, oxide . . Group 3 L Titanium dioxide S Group 28 . X I Quartz A2 . A2 . -. . Group I . Known x - J. WPS-ENPJ-886081 W5E.5GX-CA THERMOPLASTIC NON-PRETEST CA ' - Revision Date - 13 4DISPOSAL CONSIDERA11ONS kU Waste Disposal Methods V V This material, as supplied, is not a hazardous waste according to Federal regulations (40 CFR 261). This material could become a hazardous waste if it is mixed with or otherwise comes in contact with a hazardous waste, if chemical additions are made to this material, or if the V material Is processed or otherwise altered. Consult 40 CFR 261 to determine whether the altered material is a hazardous waste. Consult the appropriate state, regional, or local' - V regulations for additional reqüiremen. . V VV V ' V - V •V -. , . Contaminated Packaging . . Do not re-use empty containers. US EPA Waste Number Not applicable IL L z94 TRANSPORT INFORMATION I V.-- yl DOT Not regulated (Product as shippd) 77 Proper shipping name Elevated temperature liquid n os (Product in use) V . VV, V - "V V •V V ' ' V 'V V V Oes'critlon ELEVATED TEMPERATURE MATERIAL, LIQUID, N.O.S (COMPOUND PAVEMENT. MARKING) 9 UN 3257 Ill (Product in use) V. . V V V TOG Not regulated ., MEX Not regulated ICAO • Not regulated IATA V V Not regulated V V V •V• V .IMDGIlIVIO V Not regulated . .. . - V V • V . , V V -. V .3 • VM . . . . - - ', V - - V' •V V 2 VVV - V • . 1 *W 15REGUl!ATOR iNFORMATION Pt International inventories .VTSCA ' -. All components are listed on the TSCA Inventory. OSI - . All components are listed either on the DSL'or NOSL. V 'k' ' VV V V V • 'V V V V - 'V V Legend - -, United States Toxic Substances Control Act Section 8(b) Inventory DSUNDSL V Canadian Domestic Substances LisltNon-Domestic Substances List V V V V VV V V - ' - U.S. Federal Regulations '-Section 313 of Titlellt of the-Superfurd:Arnendmerits and Reauthorization Actof 1986 SARA)V Thisproduct'does not.00ntamn-any. V 1 •' dhethic.éls-wt.'iich are subject to the reporting requirements of the Act and Title 40 of the Code of Federal Regulations. Part 372 : V -4- . . V V V •• SARA 3111312 Hazard Categories V V V V V 4 Acute Health Hazard V . No V I V V Chronic Health Hazard . Yes .- . V V • V V Fire Hazard V No -V Sudden Release of Pressure Hazard No Reactive Hazard ' No Page 6 18 - V - • V V V ' . :1 V -. , • V V ' V V -V V ' V V V V • - V •• 1 V V * • V V ' :. -* . - V VVV: , • ,_V - V , • V V .• •WPS.ENN886061 - W5E.SGX.CA THERMOPLASTIC NON-PRETEST CA Re'isIan Date Clean Water Act This product contains the following substances which are regulated pollutants pursuant to the Clean Water A c t ( 4 0 C F R 1 2 2 . 2 1 a n d , 4 0 CFR 122.42): CERCLA .. This material, as supplied, does not contain any substances regulated as hazardous substances under the Comprehe n s i v e Environmental Response Compensation and Liability Act (CERCIA) (40 CFR 302) or the SuperfUnd Amendments and . R e a u t h D r i z a t i o n Act (SARA) (40 CFR 355). There may be specific reporting requirements at the local, regional, or state level peitaining to releases of this material. U.S.State Regulations . . California ProposItion 65 . . This product contains the following Proposition 65 chemicals: Chemical Name CAS-No .. j California Prop. 65 Quartz . 14808-60-7- : . . CarJnogen .U.S. State Right to Know Regulations Chemical Name New Jersey. Massachusetts Pennsylvania . Illinois Rhode 1s1,nd -Ota,tz . .x x . x : Titanium dioxide . X X X - • X Paaffin-. x x x . Limestone. X X X International Regulations . . 'T Chemical Name Carcinogen Status • Exposure Limits - Paraffin I • Mexico: TWA= 2 mg/ma Mextca:STEt' 6 nq/m3 - Quartz • - Mexico TWA' 0.1 ma/m3 Limestone . . . Mexico: 'TWA 10 m!m3 Medco: STEL 20 maI0 Titanium dioxide . - _____________ Mexico:TWA'10m9/m3 ;. Mid 0 rngftn3 Canada . .• ;This product has been classified in accordance with the hazard cnterta of the Controlled Products. Regulations (CPR) and the MSDS contains all the information required by the CPR. -• . WHMIS Hañrd Class D2A Very toxic materials . . • H®. ._ • . . - Page 7l8 WPS-ENN-886061 - W5E.SGX-CA THERMOPLASTIC NON-PRETEST CA . Revision Date m ct fl* OTHER iNFORMATION Prepared By Product Stewardship . -. 23 British American Blvd. Latham, NY 12110 1-800-572-6501 Issuing Date 27-Apr-2011 - Revision Date Revision Note - initial Release. General Olsctal,ier. The Information provided on this MSDS is correct to the best of our knowledge, Information and belief at the date of its publication and it does not.purport to be all Inclusive and shall be used only asa guIde. We urge each customer or recipient of this MSDS to study It àarofully to .. become aware of and understand the potential hazards associated with the product The Information given isdesigqed only as a guide for safe handling use processing storage transportation disposal and release and is not to be considered a warranty or quality specification The Information relates only tothe specific material designated and may not be valid for such material used In combination with any other * material or in any process, unless specified in the text Any use of the product not In conformance with this MSDS or In combination with any other product or process is the responsibility of the user. Customary precautionary measures f o r h a n d l i n g c h e m i c a l s s h o u l d b e f o l l o w e d Keep away from foodstuffs; beverages and feed. Wash hands.before breaks and at the end of work. Remove all soiled and contaminated, clothing Immediately .. - End of Safety Da Sheet - 4 Page 8.18 4 . S S _ . 4• - S 5 - /f- . ) Standard Specification for Gass Beads Used In Traffic Paints AASHTO Designation: M 247-05 . .• 1. SCOPE . 1.1. This speIflcation covers glass beads to be dropped or sprayed upon pavemeni matkings;so as to . . prpducea reflectorLzedpavemsiitmarldng. . 4.2.1. Type 1--shill be known as a.standñrdgradation. 1.2,2.. . Type 2—shall be known as a.uniform gradation. . 1.3. Ploraiion-311ber of the above gradation types maybe obtained with flatation.properties at the. rcquestfthb purchaser (Note 1). . Note 1—Since the flotation coatlnglinpartantoisture resistance to the beads, the moisture- re1stancetest eftay be waived by the purchaser lfThe beads are ordered with the flotation property. 1.4. •Molatv.re P sLrance—ithar of the above types may be obtel nod with a rnoisturo-xesistantvoating . . ifeospccliiedby the purohaSee.. . . The vilues stated In St wilts are to be regarded as The standard. •. • REFERENCED DOCUMENTS •• .•. .. 2.1. • ASTMStandards • . 0 i2i4TretMethod of Sieve Analysis ofthass Spheres • • •tit I) 1155, TotMc1hod for Roundiwsa of Glass Spheres • D I2l3, Test Method thrCnhIg Resistance of Glass Spheres 3. GENERAL REQUIREMENTS S 3.1. The beads sballbalransparerit, clean, colorless glass, smooth and sp1rsrical1y.iiaped, free frem: mildness pits, or excessive airbubbles and conform to the fb1lowlnspeclIio requiTements. • 4. SPECI1C PROPERTIES • . • 4.1. Gradaion—Thebeads shall meet the gradation requirements:for-type usriveu'iaTable:l. TS-4o M 247-1 . MGI-ITO . .• . .• • • 26 Table 1—Gradation ofOlassBeads Sieve Designation . Mass PevcentPassuiig Standard, mm A1ternate1lo. Typal Type II - 1.18 Id 100 - • .. 0.850 20 9S-100 0.600 30 i-s' : too . 0.425 40 - 90400 0.300 50 15-35 :50-75- ad - 0.150. tOO . 04 - - 4.2. Rourt4nes's—The glass beads shall hays a minimum of 70 percent tree sphres. . 43 CrushIng Resistance—Retained 0A25-mm (No 40) sieve 133)1 (301b) minimum 4.4. Refraertve Index—The glass beads shail'hgve'amlnlmum refractive index of 1.50. 4.5. Uolawv ResIstance-Plow. Jiarac!erl.rllc.r—The beads shall not absorb moisture In storage. They shall remain free of 'clusters and lumps and shall flow freely from dispensing equipment. 4,6. Flotation—When tested In accordance with Section' 5.5, a minimum of 90 percent beads shall float in xylene. • 5. METHODS OF SAMPUNG AND TESTING 5.1. 'The :Onjpllng 'shall be mmdoinin thefcllowlngrallcs-45 kg (100 lb) of sample (hi (liii bags) par 4535 'kg (bOnD Ib) shipped. Upon arrival materlat.shall be seduced In 6.6ampletplltter We, size of approximately kg. 5.2. The foHow.lñgzequirements shall hetested-wlth'Itmib!lowlng test-methods: . , . . • Gnrdalion—ASTM D 1214 . Rouwdness--ASTM 0.1155 . Crur/ring—ASTMD 121.3 . 5.3. 'The refractive index shall belated by liquId immersion method (Becke Line Method or equal) at . a temperature of 25 * 59C (77* 9°P). 5.4. Plow Chwaclerlstk—Suads will flow properly when tested In accordance with the procedure in Section 5,4.1 unless they are specified to be moisture resistant, In which nose the procedure In Section 5.4.2 will be followed. 5.4.1. A 100 g sample ofbeada is placed 'in a Corning 3140 eiystellizlng dish. 100-mm diameter-by 50- mom depth, Place the dish in a Corning 3080-Desiceatar (or equivalent) 250-mm Inside diameter by 330-mm overall.hal,glttand 130-mmhainbet' dsptb, which abdll baliliodwith a.sulfth-Icacid- water solution having a.peclflo:gravl' of 1.10 (approximately 94:percenthumidIt).tu'e'point . '25.4:mmbeI4ow the top of a sizeS Coors60003'Dedlcoatot-Piate. The sample shall remain In the covered Desiccator at 25 * 5°C for four hours. Remove the sample' from the Desi ocator and transfer the bonds to a metal pan. The beads shall be essentially free of lumps and clusteza and TS-4c ' ' M 2474 MSHTO shall flow 'without stoppage when poured slowly through a standard glass flinné1.(CornIng120), 127nmi diameter, 102-mm stem length, mid 11-mm stem insIde diameter (Note 2.). Note 2—The test operations should be performed immediately on rernovnl of the beads ftcim the Desiccator. 5.42. A 100 g sample of beads is placed In a 600-nit beaker. With the beaker held at about a 4? angle, 100 ml.. of distilled water is slowly added to the beaker The watet is carefully poured dowathe side ofdie tilted beaker The beads are to svuuun undisturbed The beaker Is allowed to stand, undisturbed, for five minutes At the end of the standing time, the water is carefully poured Item th beaker it may be necessary to slightly rotate the beaker to avoid trapping pockets of water. Holding thebeaker at the "pour angle 'the beads are transfhnvd to a clean, diy600-ML beaker. A thin, even layer of beads may coat the inside of the originaL beaker the second beaker is allowed to stand, undisturbed for five minutes. At the end ofthe standing time, the beads are slowly poured into a standard glass funnel (Corning 6120)01 eqalvaletit with top diameter 120-127 mm, stem OD 14.5-160 mm, 11)10.5 130 mm, length 125 2 mm and angle (funnel cone) of 60 degrees. The beads should flow through the Ibnnel stem without stopping. Slight Initial agitation to start the thaw of beads through The funnel isperniissfble. 5X Plogatron Tesl—Determme the mass of approximately 11-g to the nearest 0 0005 g, evenly distribute. beads into a clean standard 100-mm glass Pelt, dish previously weighed to the nearest 00005 g The dish Is vibrated slightly to attain as near as possible a monolayer of beads. Xyleno, CP (hade Is introduced at one side of the dish at a sate of 10 to 15 ml, per nminut from a burette until 30 mL has been added The floating beads are then carefully drawn off by suction through a suitably constricted delivery tube connected to a receiving flask Excess xylene Is drawn off so that no remaining beads are lost and the dish dried in an oven at 110 .k .5°C The dish Is weighed and the percentage of floating beads calculated: 6 PACKAGING AND MARKING 6.1. Glassbeacls shell be Thrnls1ed in kilogram (pound) Its as specified by the purchaser and packaged InunoIsture-proofed bags. Containers are to be guaranteed to fUrnish dry and undammied beads finch package shell contain the following Information, name adaddress of maiiufbcturer, shipping point trademark ornanie the'word,ng "glass beads the specification numbai ,muunber of kilograms (pounds), the Iota: buttth number end thonmonth end yearoi'mnanuthcflire. TS-4c M 247-3 AASHTO R3-7R MANDATORY MWEMENT LANE CONTROL COLORS: LEGEND - BLACK BACKGROUND- WHITE (RETROREFLECTIVE) 1-31 E 2 • O ioI k I '- -- c1 G) uJ ___ .- (I) JD1 i-JI iw LLJ I - U) Ui \ -: m Cost Savings Telespar signposts help to reduce cools doe to several factors Because they are square, signs can be attested or oil tour sides rodadng the amount at Irandreare required fee installation. They also use drive rineea for irreusting, which are lens costly than traditional cap and cross toadssts. Ease of installation also contributes In cost savings. The unique design 01 the posts enables them to be easily embedded in the glelund. The dIme rivets are also simpler to install and can be replaced room quictoy than traditional mounting brothels. Since they are highly resistant In weather damage and more difficult to vandalize replacement costs are also luwii. If a signpost does got damaged it can easily be reused by splicing it *ith another Tafespar section. This also helps to induce expenses. .. . --,-- 774 7 0 The Telespar Advantage -Tel espa r Secure Signage Easy Installation, Rapid Replacement Usingmlieds recomo ndndinstallalinn roomed. street signs me securely Telespar signposts are installed easily by using either direct embedded fastened to pests with rivets pm,4dinL greater tornintrat and odrrdlaad nmthod er broabawriy anther system. Installation can be performed by stability. Signs mountedmountedvia this method are rime securely fastened and gee-elan at gentled level eliminating the treed ter budret truths and cannot easily be msnnwet or loosened Item their posts due to severe similar heavy equipment. Replacement is iust as easy, minimalhavinminimal eeattrer conditions. This differs from tire leached system commonly used tool mesdmments _____ with U-ctsamret and standard Post nystems These systems utilize small set screws that can be damaged or vandalized easily trashing Safety replacement necessary. The reterapar System was the first to be used effectively inn ylniding broalsaway celseept for small sign-support systems. Thepare FHWA approved and in crgrspliance with AASHTO specifications. _______ : •--; •- I 46 -. •-- r-K S fl V.. Two Types of Posts to Meet Your Needs One of the keys to the Tetespar signpost sytems veosatilit and ease of installation isits two convenient methods try nmownhin* ignoze. Posts with Pie-Punched Holes Tetoepar square pests vi) lb 7/16" prepuuchod hetw on r cnetosy am corner welded Wallow smooth tot escopior action. Posts with Knockouts (MA-Punch posts are made who 7/16 kenchonts roe the COOIw on all lois, sides. This feature alIO3 womb?)s in the tint) to quietly ponoti hetes exactly oteere they are roofed 1eayin2 the balance of tilt pest utfli a snomoib anon appurance. Itwot potn offer limo semen te4nicmmpls action awl easy inotnilsilon as standard Tetoepar pout*. - . - - - - -. V :;- •V Easily sdssss*able 01* tit*topiog Signs mount with dnvo livats for eg# ..; oare shatie :u.$tO bo Installation and timper resist'ria V V ides iinted an all f Smooth unbroken appearance usco,, \\. - Corner welded for OmOoth telescoping acuaft S . .* i"One zinc costing cemplietwith SQuara tubing for greaw Wind load A M120 eIbe: and oelntabmbt A*S010 FOWA approved MO C*lvanl.tod steel batsiog for Superior côf000dli ee01o5rn2e V 7116" irncknuto on all four sides brenkaway ieataltalinn , Stenl cammtmms IoASTM Aid!) Gade 50 C4110fr4 ervinpa ASIMA.$53 . . •. . -. . V • V V - . - .. 41 .._ 13i15131 -. l4(0.083)0392 .. 0.201 V 023O_ ..0.716 ..._.........._....J 2 2 Id (0003) 0.414 199 0.296 0.2% 0.790 V 12(0115) 0340 1,0 0.129 — 0172 0582 I3/4i13/1 12(0,16e) 0.485 206 0.231 0.264 0690 2*2 _12005 — 2 03fl : -.0.372 0.794 V 2114o 21/4 12(0.105) 0.695 2.71 0.561 0.499 0.898 V - 21/2*2112 I2t01OS) 0003 311 . 0000 -- 0643 1901 I 23/16023116 10(0.135) 0.841 343 0605 0.553 0.848 2U2s2I/2 V lo(o.I3Sl ----------------IOt0 - (01............O.9i9 0i83_ • .... 1314 * 13/4 OP tO (0009) 0302 188 010! . 0230 0,716 -. -----.......--------- --- _.. - - _- . _.._ V.•"•"-• -. • _. . 5. 212' - V 14(0.903). . . - 0413 V - V - Zl6 - - - 0296 . . - 0.296 - V 0.790 f=Mmwlotlomtsa . .cI'l&'&rs '5L6,isIThr V V - ( S) V•' V V - I V • • V. General Engineering Inc City of Carlsbad V V V V 5950 El Camino Real Carlsbad, CA V V • V• V V •V V - V V V •; • . V V PAR and College Blvd Intersection Improvements 6028/6029 V V V Vt - IV I r VVV V V V • V V • • VVI V' V V V V Submittal No 3-1 1 -I 1 No of Copies 1 Resubmittal YES NO 1 V• - V V V Striping V V V 1 - On Time Striping iiate 810 EXCEPTIONS TAKEN OMAKE CORRECTIONS NOTED DSUBMITSPECIFIED'$TEMS OREVISEANDRESUSMIT •V' . V V V - V • •V V V VOREJECTED V V V V V I Corrections or comme the oi1"Wdp drawings during this V review Vdono1 reliev U the In ac his respQnssbility to comply' V V • V ireparedi-iere roject çoorainapr • 'with the 'requireme or me arawlngs ana specirictions. This •• V V V review is only to check for general conformance with the design concept of. 'the project and general compliance with the Contract V V DøcumentsrheiIconttor9rernnssfespOiisthIesf-confirrning . V and correlating alt dImensionsandquanhittesfseleGt4ng fabrication processes and techniques of construction, coordinating the work ófV..the trades; and performing the work VIfl a safe and satisfactory •• V manner Vt- - • V . V • - VV • V • - General Engineering Inc. City of Carlsbad 5950 El Camino Real Carlsbad, CA PAR and College Blvd Intersection Improvements CONTRACTOR'S CERTIFICATION: The undersigned, as representative of Contractor for the above Project, submits the following and certifies 1. Submittal has been reviewed and it is complete and conforms with requirements of Contract Documents except as noted. '2. Required dimensions have been field verified and are acceptable for installation of proposed products and construction of proposed work. 4. Fabrication processes and construction methods proposed in this submittal are acceptable for this Project . and will result in a complete, functional installation. S. Submittal has been coordinated with other submittals and work and proposed products and construction will properly interface with other construction. . S Khader Safi Project Manager PAL General Engineering 5374 Istç.te Mall. San Dcgo, CA 92121. P1m1c 858-031-7100. Fax 85l-63$71O2 License No. 916931 SB#57496 wvw.pald.com 1nfo@paId.com 0 I PRODUCT DATA SHEET DESCRIPTION: PRODUCT NUMBER: MAXIM UM' WET'FILM VersiOn: Issue dale: WATERBORNE TRAFFIC PAINT 8O!0-20 MAX (white) 8010-20 MAXLFY (Lead free Yellow) 15 mils PAINTCLASS: FAST DRY REGULAR BUILD July 15., 2011 PRODUCT DESCRIPTION: . . A usei fuendi) high solids fast dl)Ing traffic paint formulated specificall) for airless equipment and conentional au atomized equipment used in punting roadways, airports parking lots and smaller lane line striping equipmcnt with or without piessure applied glass beads It offers all of the benefits of water reducible paint -land quickly dries to a no track condition PROD UC1 ADVANTAGES Non flammable No special solvents needed Product reduces and cleans up easily with water. o Products perform equally on both asphalt and concrete. Paintdeinonstrates excellent bead retention. Keeps traffic control to aminimum when striping. . S RECOMMENDED FOR The product is designed for use as traffic marking, legend work and parking delineation over asphalt.. 'Portland cement and concrete pavement COVERAGES: I gallon yields 320 feet of4" stripe j 15 mils, 400 feet o14" stripe @J2 mils. DRYING TIMES: Dries to no pickup in less than lOminutes 15 mils when ambient and surface temperature are 750 F or higher at 50±5% humidity. See conditions For application below for further information. TECHNICAL DATA 'Total solid wt% >75 Total solid volume % >60 Total pigment .v >58 Hash point ASTM 1)3278 Non-flammable 'NVV wl% >35 Reducer water Viscosity (KU @77°F) 80-95 VOC (gfL) <bo Relative density (at 25°C) >13.5 Thinner water Direct Reflectance at IS mils >80 (white) pH >10 wet film >50(yellow) - Hiding power I5miIs >complete No Pick Up Time, 77°F <10 without bead, minute, ASFM 0-711, atl5 mil wet film - ENVIRONMENTAL 'DATA: All products conform to the Federal Clean Air Act Amendment of 1990. Volatile Organic Content is below 1.50-grams per liter. All products are free of lead chrome and other heavy or toxic metals Consult MSDS for additional saiCty and regulatory information DIRECTIONS FOR USE: Mix thoroughly before using. Thinning is not recommended and should be considered ready for use. Adding water increases the drying time and can compromise the performance. If thinning is necessary foi mallcr equipment add one (1) pint of water per five (5) gallons of paint. Product may be applied at desired mil thickness up to IS wet mils. Thicker films will be slower drying and may exhibit cracking. Recommended vet film application is ten(l 0) to fifteen (15) mils. Using a 415 or 417 airless tip is a good starting point. Adjust application pressures and tip sizes to get an even flat desired mil thickness and line definition. If beaded application is required, apply drop on beads at the rate of four (4)10 SX (6) pounds per gallon of paint.. Do not use organic solvents. All equipment must be clean and flushed with water before applying paints. ii ENNIS . CONDITIONS FOR APPLICATION: Alt surfaccs áiust be clean, dry and free from oil, grease, antifreeze, loose sand, aggregate or chipping or peeling paint For complete drying and minimum dirt retention lots should be closed to traflic for two hours minimum after painting New asphalt and concrete should be allowed to cure for a minimum of 30 days beforc thi. application of paint hen possible Any curing compounds used on new concrete must be mechanically abraded off 'prior to striping. When striping on freshly sealed surfaces use caution as some sealers can affect the curing and adhesion of traffic paint. CAUTION: For industrial use only. Not for residential use. New asphalt surfaces should ideally be allowed to agc several months before striping. Latex paints will not bleed on asphalt but shrinkage of-the paint film during curing may cause new asphalt-to lift or crack. Exceeding the recommended film thickness will increase the tendency to cause asphalt lifting if it is absolutely necessary to paint on new asphalt, thin the paint with one to two pints of water per gallon of paint and spray with the lowest pressure possible to produce a thin coat of no more than 7 mils of wet film thickness Check asphalt by applying a test strip to aid in determining the readincss for painting If applying two coats or over striping lines within a fire lane, allow the first coat to dry fully before applying the second coat. APPLICATION LIMITATION: - Applying a test strip to determine dry to no pickup time when humidity higher than 65% cone whenever necessary. Do not heal paintiñ striping system abOve-I 10°F. Do not apply when- temperatures are below 50 F or humidity is greater than 85% - - Do not apply when rain is forecast. - Do not apply when temperature and humidity are neat or below the dew point Do not mix with water Do not apply when temperatures are, near or below the.dew, point or rain is forecast within 2 hours Do not appl) ii temperatures expected to fall below flcczing for 24 hours after application SHELF LIFE, - Water basedpaint is best utilized.within three months of delivery but remains usable for twelve months. EQUIPMENT: All surfaces that come in contact with the paint should be stainless steel; PVC-plastic, or a non reactive material. Galvanized, brass, copper, mild steel or aluminum will react with the product and clog the equipment. . CLEANUP OF EQUIPMENT: Flush the equipment with water. For dried residue a gàód household cleaner or "Windex" will did in removal A mixture of 25% alcohol and 75% water can be used to totally clean and flush the equipment flush equipment - with water only before reloading paint The Product Date offered herein is, to the best of our knowledge, true and accurate, but all recommendations are made without warning expressed or implied Because the conditions of use are beyond out control, neither Ennis Traffic Safety Solutions no, its agents shall be liable for any injury, loss or damage direct or consequential arising from the use or the inability to use the product described herein. No person is authorized to make any statement or recommendation not contained in the Product'Data, and any such statement or recommendation, if made, shall not bind the Corporation. Further, notliing contained herein .shall be construed as a recommendation to use any product in conflict with existing patents and no license under the claims of any patent is either implied or granted. - Ennis Traffic Safety Solutions P.O. Box 404 1509 South Kaufman Ennis, Texas 75120 1-800-331-8118 S fr ENNS MATERIAL SAFETY DATA SHEET FOR COATINGS, RESINS & RETED MATERIALS SECTION I PRODUCT IDENTIFICATION Manufacturer Ennis Traffic Safety Information Ph 800 -331-8118 Solutions P.O.Box 404 Emergency Ph: 8004249300 1509 South Kaufman Revised 224201) Ennis, Texas 75120 Product Class: Waterborne Lead Free Fast Dry Traffic Paint APPLIES TO ALL COLORS Trade Name Ennis Paint HAZARD RATINGS HEALTH • . C.A.S. Number: N/A - Mixture I NonE-EXTREME FIRE VOC: <1)0 G/L 0 - REACnvITY 0 Specific Gravity: 15.47 PERSONAL PROTECTION - SECTION Ii HAZARDOUS INGREDIENTS I WElGHT------------ Exposure Limits --------VP INGREDIENTS (AS # ACGIHITLV OSHA/PEL mm HG Methanol 67-56-1 2.5 MAX ~oo ppm 2OO ppm 97.7 STEL = . 250 ppm @68F SECTION III PHYSICAL DATA BOILING RANGE: 147-477°F VAPOR DENSITY: . Heavier than Air. EVAPORATION RATE: 0.45 x n-Butyl Acetate LIQUID DENSITY: 1.5-1.7 kg/I @ APPEARANCE: Heavy Liquid V.O.C. <ioo g/f/1.3 lbs/gal VOLATILES: VOL%38-40% WGT20-25% . SECTION IV FIRE AND EXPLOSION HAZARD DATA FLAMMABILITY CLASS:' FLASHPOINT . TCCLEL: UEL: Not Flammable ASTM D.3278: >zoi°F N/A N/A ASTM 093: EXTINGUISHING MEDIA NONE . SPECIAL FIREFIGHTING PROCEDURES: . NONE . UNUSUAL FIRE& EXPLOSION HAZARDS: KEEP CONTAINERS TIGHTLY CLOSED. ISOLATE FROM HEAL SPARKS AND OPEN FLAME. CLOSED CONTAINERS MAY EXPLODE WHEN EXPOSED TO EXTREME HEAT. - Page THIS MATERIAL WILL NOT BURN UNTIL THE WATER HAS EVAPORATED. DRIED R E S I D U E C A N . BURN. IN A TEST "EVALUATION OF THE FIRE HAZARD OF WATER-BORNE COATI N G S " ( F A C T O R Y MUTUAL RESEARCH CORPORATION SCIENTIFIC CIRCULAR 804 DECEMBER 1977 ) , F O U R WATER-BORNE COATINGS "PRESENTED NO {FIRE} HAZARD". "IT WAS ALSO CON C L U D E D THAT RESULTS OBTAINED FROM LABORATORY [FLASH POINT] TESTS A R E N O T REPRESENTATIVE INDICATION OF THE FIRE HAZARD OF WATER-BORNE COATINGS". SECTION V HEALTH HAZARD DATA PERMISSIBLE EXPOSURE LEVEL: SEE SECTION II FOR INFORMATION ABOUT INDIVIDUAL INGREDIENTS. EFFECTS OF OVEREXPOSURE. SEVERE EVE IRRITATION. HEADACHES, DIZZINESS AND/OR NAUSEA. SKIN CONTACT MAY CAUSE IRRITATION O R R A S H . • ° SKIN ABSORPTION MAY POTENTIALLY CONTRIBUTE TO THE OVERALL E X P O S U R E O F METHANOL APPROPRIATE MEASURES SHOULD BE TAKEN to PREVENT A B S O R P T I O N S O THAT THE TLV IS ALWAYS MET. NIOSH RECOMMENDS A LIMIT OF 200 ppm, 8-HOUR-TWA; 800 ppm 15-MINUTE CEILING FOR METHANOL. OVEREXPOSURE TO METHANOL (OR ITS COMPONENTS) HAS BEEN SUGGESTE D A S A C A U S E OF EYE DAMAGE IN HUMANS. FIRST AID: EYES: FLUSH THOROUGHLY WITH WATER FOR AT LEAST 15 MINUTES, LIFTING UPPE R A N D LOWER LIDS OCCASIONALLY, GET IMMEDIATE MEDICAL ATTENTION. SKIN: WASH EXPOSED AREAS WITH SOAP AND WATER. REMOVE CONTAMINATED CLOTHING. IF IRRITATION OCCURS, GET MEDICAL ATTENTION. INHALATION: MOVE VICTIM AWAY FROM SOURCE OF EXPOSURE AND INTO FRESH AIR. IF SYMPTOMS OF EXPOSURE DEVELOP, GET MEDICAL ATTENTION. SECTION VI REACTIVITY DATA - STABILITY: 13 UNSTABLE 0 STABLE S HAZARDOUS POLYMERIZATION: MAY OCCUR OWILLNOTOCCUR INCOMPATIBILITY: NIA CONDITIONS TO AVOID: N/A HAZARDOUS DECOMPOSITION PRODUCTS: CO, CO2 SECTION VII SPILL OR LEAK PROCEDURES • STEPS TO BE TAKEN IN CASE MATERIAL-IS RELEASED OR SPILLED: • COLLECT IN A RETAINING AREA OR CLOSED CONTAINER IF POSSIBLE, AVOID E X C E S S DILUTION WITH WATER. MATERIAL MAY BE CONTAINED WITH AN ABSORBENT MATERIAL THEN TRANSFE R R E D T O A N APPROPRIATE CONTAINER. o AVOID EXPOSURETO HEAT, SPARKS, FIRE OR OPEN FLAME. . AVOID HOT METAL SURFACES. WASTE DISPOSAL METHOD; DISPOSE OF IN ACCORDANCE WITH LOCAL STATE, AND FEDERAL REGULATIONS.. Poge --- G AVOID DISCHARGE INTO NATURAL WATERS. SECTION VIII S SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: WEAR APPROPRIATE, PROPERLY FITTED RESPIRATOR (NrosH/MsI-IA APPROVED) DURING SPRAYING APPLICATION TO PROTECT AGAINST OVERSPRAY. VENTILATION: ADEQUATE VENTILATION IS NECESSARY WHEN SPRAYING OR MIXING AND EXHAUST W I T H PROPER AIRFLOW IS ALWAYS RECOMMENDED 0• o AVOID ANY DIRECT INHALATION OF SPRAY MIST IF THIS PRODUCT IS SPRAYED. PROTECTION GLOVES: RECOMMENDED EYE PROTECTION CLOSE FITTING SAFETY GOGGLES OTHER PROTECTIVE EQUIPMENT: MAY ADHERE TO SKIN - GLOVES, LONG SLEEVES, HATS AND FACE SHIELDS ARE RECOMMENDED. a PROTECTIVE CREAMS MAY HELP, BUT ARE NOT AS PROTECTIVE AS GLOVES, ETC. TRAIN AND EDUCATE EMPLOYEES IN THE SAFE USE OF THE PRODUCT. . SECTION IX .. SPECIAL PRECAUTIONS 0 PRECAUTIONS TO BE TAKEN IN HANDLING AND STORING: • PROTECT FROM FREEZING . . SECTION . ECOLOGICAL INFORMATION . .• ECOTOXICIIY: FISH: FATHEAD MINNOW: 96 HR; LC5o=>75omgJL OTHER: NO OTHER INFORMATION IS AVAILABLE. SECTION XI. ADDITIONAL REGULATORY INFORMATION THIS PRODUCT IS NOT REGULATED BY D.O.T. WHEN SHIPPED DOMESTICALLY BY -LAND. . SARA TITLE III SECTION 313: THIS PRODUCT CONTAINS THE FOLLOWING TOXIC CHEMICALS SUBJECT TO THE REP O R T I N G REQUIREMENTS OF SECTION 313 OF THE EMERGENCY PLANNING AND COMMUNITY RIGHT TO KNOW ACT OF 1986 AND OF 40 CFR 372: CAS# CHEMICAL NAME PERCENT BY WEIGHT 67-56-1 . . METHANOL 5 2.5 MAX PROP 65 (CARCINOGEN): WARNING: THIS PRODUCT CONTAINS A CHEMICAL KNOW TO THE STATE OF CALIFORNIA TO CAUSE CANCER. CAS# CHEMICAL NAME . PERCENIBY WEIGHT NONE - Page: PROP 6 (TERATOGEN): S WARNING: THIS PRODUCT CONTAINS A CHEMICAL KNOW TO THE STATE OF CALIFORNIA TO CAUSE BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. CAS# CHEMICAL NAME PERCENTBYWEIGHT NONE PROP 65 (BOTH CARCINOGEN AND TERATOGEN): WARNING: THIS PRODUCT CONTAINS A CHEMICAL KNOW TO THE STATE OF CALIFORNIA TO CAUSE CANCER OR BIRTH DEFECTS OR OTHER REPRODUCTIVE HARM. CAS# CHEMICAL NAME PERCENT BY WEIGHT NONE TSCA-U.S. TOXIC SUBSTANCES CONTROL ACT: ALL COMPONENTS OF THIS MIXTURE ARE IN COMPLIANCE WITH THE INVENTORY LISTING REQUIREMENTS OF THE U.S. TOXIC SUBSTANCES CONTROL ACT (TSCA) CHEMICAL SUBSTANCES INVENTORY. SECTION XII MISCELLANEOUS INFORMATION THE INFORMATION OFFERED HEREIN IS, TO THE BEST OF OUR KNOWLEDGE, TRUE AN D ACCURATE, BUT ALL RECOMMENDATIONS ARE MADE WITHOUT WARRANTY, EXPRESS OR IMPLIE D , SINCE THE CONDITIONS OF USE ARE BEYOND OUR CONTROL, NEITHER ENNIS PAINT, INC., NOR ITS AGENTS SHALL BE LIABLE FOR ANY INJURY, LOSS OR DAMAGE, DIRECT OR CONSEQUENTIAL, S ARISING FROM THE USE OR THE INABILITY TO USE THE PRODUCT DESCRIBED HEREIN. NO PERSON IS AUTHORIZED TO MAKE ANY STATEMENT OR RECOMMENDATION NOT CONTAINED IN THE MATERIA L DATA SHEET, AND ANY SUCH STATEMENT OR RECOMMENDATION, IF MADE SHALL NOT BIND TH E CORPORATION. Page .4 WHITE ALKYD EXTRUDE THERMOPLASTIC TRAFFIC MARKING MATERIAL 886061 DESCRIPTION: S Ennis frafTic Safety Solutions White Alkyd Extrude Ihermoplastic rLfleclon7ed pavement marking material is intended for use on Portland cement or asphalt concrete road surfaces It is al 00% solid material that must be pr. heated to a temperature of at least 425°F (218°C). and applied in a molten state to a pavement surface at a temperature of at least 400°F (200C). Roadway surface temperature at the time of application shall not he less than 50°F (10°C) and shall be rising Ihe road surface shall be absolutely dr with no tor&.ca½ted rain for the thy. Upon cooling to normal pavement tr.mperatur thermoplastic provides a very durable marking material for high traffic areas CHARACTERISTICS ERISTICS OF FINISHED THERMOPLASTIC (typical) Binder, % by weight 190 Glass Beads AASHTO M-247, % by weight 30.2 Titanium Dioxide %b> weight II 0 Tests on material after 4 hours heat vvith stirring at 425°F ±2°f' (2I86I ±1°C) Softening Point, 'C 107.5 . tensile Bond Strength, psi 280 Hardness, Shore A2 @1 115°F (46°C) 61 Daylight Reflectance , 82.35 Yellowness index 6.52 'Th Specific Gravity 2.08 DRY TIME: When applied to the pavement, the thermoplastic material shall be sufficiently tack-free to carr' traffic in not more than 2 minutes when pdement surface temperature is at 0±3° (10°C) and not more than 10 minutes when pavement surface temperature is 1303°F (54°C). WH EN TO USE PRIM ER: - , Use the thermoplastic manufacturer's recommended primer on all Portland concrete, and on asphalt surfaces that are-more than 2 years old. oxidized and/or have aggregate exposed. Check to make sure that the coverage is adequate and allow primer to cure according to manufacturer's instructions before applying thermoplastic.- - - PACKAGING:- Ennis Traffic Safety Solutions Alkyd Thermoplastic is available in granular form packaged in ,olb (22 7kg) meltable bags that are compatible with the thermoplastic allowing -them to melt and become part of the hot, melt mixlure at application temperature. MATERIAL SAFETY 1)ATA SHEET AVAILABLE UPON REQUEST Rev. 12121110 The Product Data offen.'d herein is, to the be-st of our knowledge, true and accurate, but all recommendations are made without warning, expressed or implied. Because- the conditions of use are beyond our control, neither Ennis Traffic Safety Solutions, nor its agents shall be liable. forany injury, loss or damage, dire c t or consequential, arising from the use or the inability to use the product described herein. No person is authorized to make any statement or recommendation Tint contained in the Product Data, and any such statement or recommendation, if made, shall not bind the Corporation. Further, nothing contained herein shall be construed as a recommendation to use any product in conflict teith existing patents, and no license under the claims of any patent is either implied or granted. innis Tniffic Safely Solutions. - 591 ON. CenmiiExpressway, Suite iO5O Dallas, TX 75206 - - - - - V • V - l-800-.331-Si18 - - - - . I -• - O Material Safety Data Sheet . . - . .4 . Issuiflg Date 27-Apr-2011 Revision Date Revision Number 0 1PRODUCTAND COMPANY 1DENTIFIcATIONt &$1 Product Name W5E5GX-CA THERMOPLASTIC NON-PRETEST CA - Product Code(s) 886061 Recommended Use Traffic paint Product TechrnIogy Thermo Supplier Address - Ennis Paint Inc - 5910 North Centrai Exréssway •. . I . .4 4 ... . Suite 1050 Dallas TX 75206 . . . T:800.331.8118 •. . V, 800.331 -.8118 (For Technical Inquiries) ,. : •• .. 4 .V4 ChemiaI Emergncy Phone Number Chetrec 800-424-9300 Y 2.*, T V V ., 4 - V. - I._•- 4 V - . - 4. .; .. V - • V Potential Health Effects • . - - - 4. Acute Toxicity - -. Eyes .- May cause irritation. The molten product can cause serious bums.. . Skin .........May cause irritation. The molten product can cause serious burns. - .. Inhalation - - - Inhalation of dust in high concentration may cause irritation of respiratory system. . Ingestion . Ingestion may cause irritation to mucous membranes. V . V Chronic Effects Inhalation overexposure to free crystalline silica may cause delayed lung injury including 'V • V silicosis, a disabling and potentially fatal lung disease. Crystalline silica (quartz) has been * V classified by the International Agency for Research on Cancer (lARC) as a known human V - • - . . carcinogen (Group 1). Titanium dioxide has been classified by the International Agency for A Research on Cancer (IARC) as possibly carcinogenic to humans (Group 28) by inhalation Aggravated Medical Conditions Respiratory disorders. Lungs - Environmental Hazard V • Toxic to aquatic organisms, may cause long-term adverse effects in the aquatic environment..• 4 See Section 12 for additional Ecological Information - - •. •V . •_ V_ , - - •. . VV_ ,V V 7 V • V • • 4 . V V V• V •i•V_' '••iVVV - V • V • V• t V.V •V • V V V • V•_V • V - 0 Page 1 /8 C26 WPS-ENN-886061 - W5E-5GX-CA THERMOPLASTIC NON-PRETEST CA Revision Date ;3 COMpOSJTJON/JNFoRMA1ONON INGREDJE N1S .1 Chemical Name CAS-No Weight % Limestone 1317-65-3 40-70 Glass, oxide 65997-17-3 40-70 Paraffin 8002-74-2 15-40 Titanium dioxide 13463-67-7 10-30 Quartz 14808-60-7 3-7 °.4.ARSTAIDMEASURES Eye Contact Rinse immediately with plenty of water, also under the eyelids, for at least 15 minutes If symptoms persist, call a physician. Contact with molten materials, requires immediate medical assistance. Skin Contact Wash off with warm water and soap. If skin irritation persists, call a physician. In case of bums, immediately cool affected skin for as long as possible with cold water. Do not remove lothing if adhering to skin. Removal of solidified molten material from skin requires medical ass stance. Inhalation Move to fresh air. If symptoms persist, call a physician. Ingestion Clean mouth with water and afterwards drink plenty of water. Consult a physician. Notes to Physician Treat symptomatically. 5. F)REFIGHTINGMEASJRES: ...•• I: "\ Flammable Properties Not flammable. Flash Point > 500°F Suitable Extinguishing Media Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Explosion Data Sensitivity to Mechanical Impact None Sensitivity to Static Discharge None Protective Equipment and As in any fire, wear self-contained breathing apparatus pressure-demand, MSHNNIOSH Precautions for Firefighters (approved or equivalent) and full protective gear. NFPA Health Hazard 1 Flammability 1 instability 0 Physical and Chenical Hazards - HMIS Health Hazard 1 Flammability 1 Physical Hazard 0 Personal Protection - J. . 6. ACCIDENTAL RELEASE MEASURES i Personal Precautions Use personal protective equipment. Ensure adequate ventilation. Avoid dust formation. Environmental Precautions Prevent product from entering drains. Do not flush into surface water or sanitary sewer system. Methods for Containment Prevent further leakage or spillage if safe to do so. Methods for Cleaning Up Use personal protective equipment. Avoid dust formation. Cover powder spill with plastic sheet or tarp to minimize spreading and keep powder dry. Take up mechanically and collect in suitable container for disposal. WPS ENN-886061 W5E 5GX-CA THERMOPLASTIC NON PRETEST CA Re.lslon Date I wr7'HAN DUNG AND STORAGE Handling - Ensure adequate ventilation. Avoid breathing dust. Wear personal protective equipment. Avoid • dust formation. Fine dust dispered in air may ignite. . Storage Keep container tightly closed. Keep in properly labeled containers. Keep out of the reach of children. IAL 8 E(POSURE CONTROLS IERSONALPROTECTION Exposure Guidelifles Chemical Name ACGIH TLV OSHA PEL NIOSII IDLH Glass, oxide TWA: 1 fiber/cm3 respirable flbers • 65997-17-3 length >5 lim, aspect ratio >=3:1, as . . -. . determined by the membrane filter method at 400-450X magnification 14- - . •, mm objective), using phase-contrast . - - -. illumination . . • TWA: 5 mg!m3inha1ab1e fraction - - Paraffin - , : TWA: 2 mglm3 .. (vacated) TWA: 2 mg/m3 . , TWA: 2 mg/m3 - 8002-74-2 _____________ Quartz , TWA: 0.025 mglm3respirable fraction TWA: 0.1 Mg/M3 (vacated) IDLH: 50 mg/m3 respirable dust: ..14808-6O-7 - . - . 0 TWA: 0.05 mg/m3 respirabb dust Limestone , TVVA: 15 mg/rn3totat dust TWA: 10 mg/rn3 total dust 1317-65-3 - - 1WA: 5•mglrn3respirable fraction TWA: 5mg/rn3 respirabte lust - (vacated) TWA: 15 mglm3total dust - (vacated) TWA: 5 mg/rn3respirable fraction - Titanium dioxide ' TWA: 10mg/rn3 - TWA: 15 mg1m3tota1 dust - . IDLH: 5000 mg/m3 13463-67-7 (vacated) TWA: 10 mqim3total dust . ACGIH TLV. American Conference of Governmental Industrial Hygienists - Threshold Limit Value. OSHA PEL: Occupational Safety and Health Administration - Permissible Exposure Limits. NIOSH IOU-I: Immediately Dangerous to Life or Health. Other Exposure Guidelines ' Vacated limits revoked by the Court of Appeals decision in AFL-CIO v. OSHA, 965 F.2#i 962 (1 lth Cit., 1992). Engineering Measures Showers Eyewash stations .. . ... . Ventilation systems Personal Protective Equipment Eye/Face Protection Safety glasses with side-shields. For handling molten material, use ofafáceshield is recommended. . Skin and Body Protection Protective gloves. When handling molten materials, use of tong sleeved shirts is required. -. Respiratory Protection ' If exposure limits are exceeded or inflation is experienced, NIOSHIMSHA approved reiratory protection should be worn. Positive-pressure supplied air respirators may be required fr high -- airborne contaminant concentrations. Respiratory protection must be provided in accodance - with current local regulations. Hygiene Measures When using, do not eat, drink or smoke. Remove and wash contaminated clothing befoe re- use. Provide regular cleaning of equipment, work area and clothing. '00 ••' 0 ' 0; . - •,, -. - 0 - - 00 - •0 0 L 0 - -, ---h - • - . . •0 -. '- Page 3I8 . - -. •. . 0 ' - ----- I 26 WPS-ENN-886061 - W5E-5GX-CA THERMOPLASTIC NON-PRETEST CA . Revision Date iPHYSICAL%ANDC HEM ICALPROPERTIES I Appearance White. Odor Odorless. Odor Threshold Not applicable Physical State. Solid - .., pH Not applicable - - Flash Point > 500SF Autoignition Temperature Not applicable -Decomposition Temperature No information available. Boiling Point/Boiling Range Not applicable Melting Point/Range 95-120 *C /203-248'F Flammability Limits in Air Not applicable Explosion Limits Not applicable Specific Gravity . ,. 1.7-2.3 . Water Solubility Insoluble in water. ' Solubility No information available. Evaporation Rate Not applicable Vapor Pressure Not applicable Vapor, Density No data available VOC Content (%) 0% 100% Solids . . I 1 *ciO tSTABlW1W AND REACTIVITY MY -, - .-..' - -',•• Stability Stable under recommended storage conditions Incompatible Products None known based on information supplied Conditions to Avoid Dust formation IF . Hazardous Decomposition Products Carbon oxides Nitrogen oxides (NOx) Maleic acid Hazardus Polymerization Hazardous polymerization does not occur. .- - : . - - .. Ask ... .:. - - . - 1 -.. I -. - '1 - I • * I •* • - - . .. r WPS-ENN-886061 - WSE-SGX-CA THERMOPLASTIC NON-PRETEST CA - Revision Date TOXICOLOGICAL INFORMATION Acute Toxicity - Product Information May be harmful if inhaled.: - Component information - - Chemical Name LD5O Oral LDSO Dermal LC50 Inhalation Paraffin > 3750 mg/kg (Rat) > 3600 mg/kg (Rabbit) - - Quartz 500 mg/kg (Rat) Titanium dioxide > 10000 mg/kg (Rat) -. > 6820 mg/rn3 Chronic Toxicity Chronic Toxicity Inhalation overexposure to free crystalline silica may cause delayed lung injury including , silicosis, a disabling and potentially fatal lung disease. Crystalline silica (quartz) has been classified by the International Agency for Research on Cancer (IARC) as a known human * carcinogen (Group 1). Titanium dioxide has been classified by the international Ageniy for Research on Cancer (IARC) as possibly carcinogenic to humans (Group 28) by inhalation Carcinogerncity This product contains one or more substances which are classified by IARC as carcinogenic to humans (Group I), probably carcinogenic to humans (Group 2A) br.possibly carcinogenic to humans (Group 28) Chemical Name ACGIH IARC NTP * OSHA' Glass, oxide - Group 3 1 Titanium dioxide - Group 2B X - Quartz - A2 Group I Known X - •• • ' r - • -7 - --:- :.- ACGIH (American Conference of Governmental industrial Hygienists) - A2 - Suspected Human Carcinogen * A4 - Not Classifiable as a Human Carcinogen IARC (international Agencyfor Research on Cancer) Group I - Carcinogenic to Humans 4- - Group 2B - Possibly Carcinogenic to Humans 'I • Group 3: Not Classifiable as to its Carcinogenicity to Humans• -. •: . (National Toxicity Program) • - ,NTP: .4- Known - Known Carcinogen 5 7 ., S OSHA: (Occupational Safety & Health Administration) - - X - Present - - - -' - 7 - 1 . •.P -- 'Target Organ Effects Lungs. Respiratory system. -• ' . - 7 - ECOLOGICAL INFORMATION - .• .- . * : - Ecotoxicity The environmental impact of this product has not been fully investigated., - - - -I- -7 - -..- -.7- 1• - . -. •. - .77 I • ., - - I - -. - 7. • --r -- - 7 - •.• . ., -7 .-. t 7,...7 _,• 7---' • .7, - . •! - . 1• -, -. - - 7 7 1 • __ 7-- .• -• .7 . .7_•- * -_ • Page5/8 • - ••' • • • . ••. - - - - • • • 4 -.7..,' I .-• I i S 77 :: _*_ • _ - • -• .t••• 7 - .7 .7.77.7, - J-•4 7- 77 7, - 7_ .- • • • * 7 _ -. - - -' - - •- - •_• 7. - ' - * - 4- - •- •74 4 4- - 7 U26 WPS ENN-$86061 W5E-5GX-CA THERMOPLASTIC NON PRETEST CA Revision Date 13D ISO OSACONS1DERATIONS I Waste Disposal Mettods' This material, as supplied, is not ahazardous waste acco;diiig to Federal regulations (40 CFR 261). This material could become a hazardous waste if it is mixed with or otherwise comes in contact with a hazardous waste,-if chemical additions are made to this material, or if the material is processed or otherwise altered. Consult 40 CFR 261 to determine whether the altered material is a hazardous waste. Cosult the appropriate state, regional, or local regulations for additional requirements. r - Contaminated Packaging Do not re-use empty containers US EPA Waste Number Not applicable -4 4., NSP0R7fJNFdRMATt0N IiW W. . " .- 3 3 ,- .1 '' DOT - Not regulated (Product as shipped) - Proper shipping name Elevated temperature liquid n Os (Product in use) ' 'Description 'ELEVATED TEMPERATURE MATERIAL, LlQUlD,N.O.S.(COMPOUND PAVEMEWL MARKING) 9 UN 3257 III (Product in use) -- ", - •'• • TOG Not regulated - - - MEX Not regulated ,. • ' ICAO Not regulated W IATA Not regulated IMDGI1MO Not regulated - - S - • - - • - •• 3 REGULATORY ,'- 4'.. -3 .' -3 .- • - .' - .. International Inventories - 3 - TSCA , - All components are listed on the TSCA Inventory. DSL , All components are listed either on. theDSLorNDSL. •1'.. ,'. ,; 'Legend ' • .•- ' '. .. - YCA - United States Toxic Substances Control Act Section 8(b) Inventory - • . DSUNDSL - Canadian Domestic Substances List/Non-Domestic Substances List U.S.Federal Regulations Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA). This product does not contain any chemicals which are subject to the reporting requirements of the Act and Title 40 of the Code of Federal Regulations, Part 372 . .- , -, . • -• SARA 3111312 Hazard Categories Acute Health Hazard , No - . - ' - • .- -3, Chronic Health Hazard .. • Yes - . '. -••' ', Fire Hazard . - No - '. '• '3' -. - '- . 'Sudden Release of Pressure Hazard No Reactive Hazard ' * - No • . - - - -- - Chemical Name Carcinogen Status Exposuro Limits Paraffin - Mexico: TWA= 2 mg/m3 Mexico: STEL= 6 mg/rn3 Quartz T ______ - Mexico: TWA 0.1 mg/ma Limestone - Mexico: TWA 10 mg/m3 Mexico: 20_mg/rn3 _STEL Titanium dioxide . Mexico: TWA= 10mg/rn3 Mexico: STEL= 20 mg/m3 International Regulations . H,. WPS-ENN-886061. -W5E-5GX-CA THERMOPLASTIC NON-PRETEST CA Revision Date Clean Water Act •. This product contains the following substances which are regulated pollutants pursuant to the Clean WaterAct (40 CFR 122.2 1 and 40 CFR 122.42): CERCLA This material, as supplied, does not contain any substances regulated as hazardous substances under theComprehe n s i v e Environmental Response Comensation and Liability Act (CERCLA) (40 CFR 302) or the Superfund Amendments and Reau t h o r i z a t i o n Act (SARA) (40 CFR 355). There may be specific reporting requirements at the local, regional, or state level pertaining to reicases of this material. - U.S.. State Regulations California Proposition 65 . This product contains the following Proposition 65 chemicals: Chemical Name CAS-No California Prop. 65 Quartz 14808-60-7 Carcinogen - U.S. State Right-to-Know Regulations Chemical Name New Jersey Massachusetts Ponnsytvania Illinois Rhode Wand Quartz X X X - X. Titanium dioxide X X X . X Paraffin X X . X - X Limestone X X X X - Canada . . . I This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR) and the . MSDS contains all the information required by the CPR. . . WHMIS Hazard Class D2A Very toxic materials . e WPS-ENN-886061 - W5E-5GX-CA THERMOPLASTIC NON-PRETEST CA Revision Date THER'tNFCRMATIbN •' '± •• i Prepared By Product Stewardship 23 British American Blvd. Latham, NY 12110 1-800-572-6501 Issuing Date 27-Apr-2011 Revision Date Revision Note Initial Release. General Disclaimer The Information provided on this MSDS Is correct to the best of our knowledge, information and b e l i e f a t t h e d a t e o f i t s p u b l i c a t i o n a n d i t d o e s not purport to be all Inclusive and shall be used only as a guide. We urge each customer or r e c i p i e n t o f t h i s M S D S t o s t u d y i t c a r e f u l l y t o become aware of and understand the potential hazards associated with the product The I n f o r m a t i o n g i v e n i s d e s i g n e d o n l y a s a g u i d e f o r safe handling, use, processing, storage, transportation, disposal and release and is not to be cons i d e r e d a w a r r a n t y o r q u a l i t y s p e c i f i c a t i o n . The information relates only to the specific material designated and may not be valid for suc h m a t e r i a l u s e d I n c o m b i n a t i o n w i t h a n y o t h e r material or In any process, unless specified In the text Any use of the product not in confo r m a n c e w i t h t h i s M S D S o r I n c o m b i n a t i o n w i t h a n y other product or process is the responsibility of the user. Customary precautlona,y, measures f o r h a n d l i n g c h e m i c a l s s h o u l d b e f o l l o w e d . Keep away from foodstuffs, beverages and feed. Wash hands before breaks and at the en d o f work. Remove all soiled and contaminated clothing Immediately. S. End of Safety Data Sheet t. Page 8I8 I. Standard Spécificatoñ for G!ass Beads Used in Traffic Paints AAS f-ITO Designation; M 247-05 A. 'SCOPE 1.1. This specification covers glass beads to be dropped or, sprayed upon pavement markings so as to prpduce a reliectorized pavement maiking. - 1.2. 6pe.s: 1.2.1. 7ype 1—shall be known as astaridüd gradation 2)'pe 2.-.shail be known as auñiform gradation. 1.3. moiarion—llither of the above gradation types may. be-obtained with flotation properties at 'the requestof-thbpurchaser(Note 1). ' Note 1—Since the flotation coating Imparts -moisture resistance to the beads, the moisture. resLstancetest may be waived by the purchaser If the beads are ordered with the flotation property. 1.4. Moisture Resntwwe—Ehher of the above types may be obtained with a moisture-resistant coating f so specified by the purchaser. 1,5. -The values stated in SI units are to be regarded as the standard. 2. REFERENCED DOCUMENTS -2.1. ' ASTMStandards. 1) I2I4,Tt Method of Sieve Analysis ot'Glaso Spheres 3) 1155, Teat MethOd for'Roundness of Glass Spheres 3) 1213, Teat Method Thr Crushing Resistance olGlass Spheres GENERAL REQUIREMENTS 3.1. The beads shall be transparent ciCan, colorless glass, smooth and sharica1iyahaped, fieeftorn Wildness, pits, or excessive-air bubbles-and conform to the fbllowingspeolflo requirements. SPECIFIC PR6PER11ES - 4.1. - Gi'adallom—The beads shall meat the gradation requirements :fbr typaas given in Table 1.- TS-4o • M 247-1 ' MSHTO Table 1-0radation ofOlass Beads SleveDesignation Mass PercentPasshig Standard, mm AlternateNo, Type I Type II 1.18 16 100 - 0.830 20 9S100 -7- 0.600 30 . 75-95 ion 0.42$ 40 - na-Ion 0.300 50 15-35 '50-75 I80. 80 0.150 ion . 0-5. 4.2. Roundne.vs---The glass beads shall have a minimum 0170 percent true spheres. 4.3. Crushing Resistance—Retained 0,425 mm (No 40) sieve 133 N (3,0 Ib) minimum. 44 RefractIve Index—The glass beads shall have a minimum refractive index oft 50 4.5. MoIsture Resistance-Flow Characei'krllcs—The beads shall not absorb moisture in storage. They shall remain free of clusters and lumps andshall POW. freely from dispensing equipment. 4,6. Flolaii on—When tested In accordañcè with' Section 5.5, a minimum of 90 perceiit beads shall float in xylerw. . . 5 METHODS OF SAMPUNG AND TESTING ( 51. The :an:plingsh.all be random In the followLr,gratlog-_45 kg (100 16) of sample ('iii full bags) per 4535 kg (30000 lb) shipped Upon arrival material shall be reduced in a sample splitter to a size of approximately 1 kg.' 5.2. ' The following requirements shall be tested with tIm following test methods: Gnrdallon—ASTM D 1214 i Rwvdness—ASTMDfl55 . N Crushing—ASTh4D 1213 5.3. The refldctivc Index shall be tested by liquid immersion method (Becke Line Method' or equal) at a temperature of 25 £5°C (77 9°F). 5.4. Flow Chara ri3tiai—Beads will flow properly when-tested in accordance with the procedure in Section 54 1 unless they are specified to be moisture resistant) In which case the procedure In Section 5.4.2 will be followed. 5.4.1. A 100 g sample of beads is placed in a Corning 3140 crystallizing cFt1i, 100-mm diameter by 50- mm depth. Place the dish In a Corning 3080 Desiccator (or equivalent) 250 nun Inside diameter by 330-mm overall height and 130-aim chamber depth, which shall be filled with a sulfUric add- water solution having a specific gravity of 1 10 (approxmtately 94 percent humidity) to a point 25.4 mi'm below the top of a sizeS Coors 60003 DesIccator Plate The sample shall remain In the covered Desiccator at 25± 5°C for tour hours Remove the sample from the Desiccator and • 'transfer the beads to a metal pan. The beads shall be essentially free of lumps and clusters and TS-4c . M 247-2 AASHTO , '0 , fl shall flow without stoppage when poured slowly through a standard glass fiinnel(Corning 6120), 'I 27-mm diameter, 102-mm stem length, and 11-mm stem insidediameter (Note 2). Note 2—The test operatfon& should be performed immediately on removal Of the beads from His Dasitcatnr. 542 A 100 g sample of beads Is placed in a 6004t beaker..With the beaker held at about a 4° angle, 100 mL of distilled water Is slowly added to the beaker. The water is carefully poured dowethe side of the tilted beaker. The beads are to lemma unthsturbed Tue beaker is allowed to stand, undisturbed, for five minutes At the end of the standing time, the water is carefully poured from thp beaker. It may be necessary to slightly, rotate the beaker to avoid trapping pockets of water Holding the beaker at the "pour angle 'the beads are transferred to a clean, diy 600 ml, beaker, A thin, even layer of beads may coat the inside of the original beaker. The second beaker is aliowed to stand undisturbed for five minutes At the end of the standing time, the beads are slowly poured into a standard glass funnel (Corning 6120)01 equIvalent with lop diameter 1,20-127 mm, stem OD 14.5 160 mm, ID 10,5430 tam, length 125 a25 mm and angle (funnel cone) of 60 degrees. Thebeacla should flow through the humel stem without stopping Slight initial agitation to start the flow of beads through the funnel is permissible r 55 Flotation Tess—Determine the mass of approximately 1 g to the neatest 0 0005 g, evenly distributebeada iut aclean standard 100-mm glass Petri dish previouslywéighed to the nearest 00005g. The dish is vibrated slightly to attain as near as possible a monolayer of beads. Xylene, C.P.,.Grade, Is introduced at one side-of the dish ata rate of 10 to 15 niL per minuta from a burette untiL 30 niL has been added The floating beads are then carefully drawn oft by suction through a suitably constricted delivery tube connected to a receiving flask Excess xylene Is drawn off so that no reniatning beads are lost and the dish dried in an oven at 110 .k 5°C The dish Is weighed and the percentage of floating beads calculated. 6. PACKAGING AND MARKING - 6.1. Glass 1eads shall be furnished in kilogram (pound) lots as specified by the purchaser, and packaged ininolsture-proofedbags. Containers aretobeguaranteed to ftirnLshdiy and undamaged beads. Each package shall contain the following information, najime and address of manufbcturer, shipping point, trademark or name, the wording "glass beads," the specification nwnbar, number of kilograms (pounds) the lot or batch number and the month and year of menutbefure T84o M247-3 AASFITO fl 0 COLORS: LEGEND - BLACK BACKGROUND- WHITE (RETROREFLECTIVE) 1-31 C26 'Pr I- W 0 z. e ow co iflfll 40 ... . •.,. . S The Telespar Advantage Secure Signage Easy Installation, Rapid Replacement Using Pjlied's recommended installation method, street signs are securely Telespar signposts are installed easily by using either a direct embedded fastened to posts with rivets providing greater torsional and windload method or breakaway anchor system. Installation can be pertennrod by stability. Signs mounted via this method are more securely fastened and one-man at ground level eliminating the need for bucket tracks and cannot easily be removed or loosened from their pests due to severe similar heavy equipment Replacement is just as easy having minimal weather conditions. This differs from the bracket system commonly used foci requirements. with U-channel and standard pest systems. These systems utilize small set screws that can be damaged or vandalized easily making Safety - replacement necessary. The Telespar System was the first to be used effectively in a yielding a breakaway concept for small sign-support systems. They are FHWA approved and in compliance with AASffTO specifications. zr Ak jLkuii Cost Savings Telespar signposts helps, reduce costs doe to several factors. Because - -_ - - - - - they am square, signs can be nrenmntwi on all tour sidas reducing the aronunt at hardware required ten installation. They also use drive rivets for mounting, which are less costly than traditional cap and cross brackets. Ease of installation also contributes to cent savings. The unique design - - s, et the posts eeableathem tobeeasdywebeddedinthegrqundphedrtce 9 duets are also simpler to install and can be replaced more quickly than traditional mounting brackets. Since they are highly resistant to weather damage and more difficult to WW11 - vandalize replacement costs are also lower. If a signpost dens get - - - - , - - dvntveed if can easily be reused by splicing it with another Telespar - . -. - section. This also helps to reduce expenses. (? ILA - _'i g-- h\___ -M1-.... ROAD Two Types of Posts to Meet Your Needs One of the reps to the Tales pat signpost systems versatility and ease Posts with Knockouts of installation is its two convenient methods for nnsintleg sigooge. Owils-Puegh posts are made with 7JIV knockouts, 1 on the S Posts with Pre-Punched Holes center, on all tour sides. This teawno allows workers in the field to quickly punch holes exactly where they are needed leaving the Teteapur square posts with 1/16 prepunched holes on I, ceetem balance of the post with a ooioslh unbroken appearance. These are corner welded to allow smooth telescoping action, posts offer the same telescoping action and easy installation as standard Tefeipar pools. Comer welded :oping ?0th tel I -' I 14h liThne zinc coating complies with 34dore tubing fir greater wind load - AASHTO M420 cattlibihIlits and torsional stability 7/16 Pre.panclied holes - Gatoanlzed steel tubing for superior corrosion resistance 7/IS knockouts on all four sides breakiway unslaltstloa NA- Steel cnofwrnslo4SrMAlOil Grade sacatvanizsegmded;,S1MA453 - - - V -------------•V• - -. - - . . . .—_—..-..n—ou Isnu.4rjsilfl03 ULLM6 ODOM up _13/4s13Fd 14(O003)__ -_ 0392 -L7l -0201 a-.---- .1 20 14 (0 083) 0474 - 1.99 0.296 0.296 ..._.'_ 0.790 - :20. 1osl - 172 0 582 13/4s I 3/4 2210.1051 0.485 206 0.231 - 0.264 0.690 - r -13/4 202 2210 1051 0590 242 0372 0794 —0372 j 2 1i4s2 lId 1210.1051 0.695 2.77 0.561 0499 0898 — 21/2a2 2)2 _ - 1210 105) ... . 0003 314 0 804 0 643 23/I6o23/16 10(0 235) 0.841 343 . 0.605 - 0553 0.948 21/2s2 112 iO(0I35) I010 - _4.01 - - 0.979 : 0905 13/4 013/4 OP 2410.0331 -'- ---.-.---.------,-..-.—..--- 0392 2.80 - 0.201 - 0.230 ---.--e .--. 0.716 "-' ---------------•---- ---.— -I .-------,------'--------.— --- - ' -- . 2x2W5.... .._......14(0083(------------------..0474 . .._.-. a16...-....::0.296 = Itorwiort of Ioeetia s = Section Modulus (=Radius of Gyration . . S ________ •1 ____ roe-ni —_1 Fasteners - r --- The Corner Bolt Requiring only a single wrench, the comer bolt provides a tighter more stable installation byconcentrating tension on onlyonectimer nt the tubing. . , J Drive Rivets Drive rivets provide the convenience of a one-piece fastener with . -. -. . . •- . effective tamper-resistant design and last installation requiring - - . - - .-- - - ,..-- --.----- -. ------- . -. Hex Nuts and Bolts Lean Manufacturing Standard hen nuts and bolts can also be used to connect compaeerrtu. Lean manufacturing is the inert of msrcrrltum. We strive daIly In reach A special jam nut is available to help form a permanent tamper our gnats arid are committed to attaining the highest level of safely, resistant connection.- productivity, quality and custom satisfaction. Lock Pins - - Measuring our Improvement The lock On allures for quick temporary connection between telescoping tube sections. Simply align twins between sections, Insert the tack pin We measure operational efficiencies and utilize these metrics to drive and allow it to drop into a Inching position. improvement We have implemented numerous metrics to determine that we are continuing to move toward:On a regular basis we Fittings calculate and analyze data such as Order Fill Rates • Order Error Rates In addition to the above listed fasteners the fittings In the chart bolero also can be used with the tetesper system. On-litre Rates • perfect Order Rates These metrics are the cornerstone of our efforts to deliver world class Anchoring Options Installation Guidelines I. Drive a minimum 30" piece of 12 gouge To/vapor (anchor) into the soil until only 1-2 inches are left exposed. Fore 2-piece anchoc use an 18" place of seining fore sleeve, one size larger than the anchor. It Is advisable to drive the anchor and a/euro together making sure the holes ate allgneat - Attach the sign to the post at the desired height using drive rivets or bolts. loseft the signpost which is one size smaller than the anchor, approximately 6-8 inches into the anchor base. Belt the signpost to the anchor assembly with a corner bolt S. When installing in concrete uses pneumatic hemmer or concrete drill to break through the surface, the anchor assembly is driven to Within I" of the surface to allow altachment of the signpost If flush Installation Is desired clearance should be recessed on two sides to clear the bolt for signpost connect/on. Anchor Ipe fi Description FT £ reinstall/n ash.plralt drive the anchor assembly through the blacktop Into the subsoil from ground level. Once the anchor Is through the blacktop; use tire some instructions as Israeli installations. Unique Feature u, ' . .ri:s' m-' ,.e . - :---" prnducteandsenvtcestoyujrorgsnitutinn. L -T*aPtum p Can becled ng tpeutefivefathosqglbajarchceb ra , hi$dinbrvntuwayuyrl m -'4i-, - 4,.. - Beatiaenay0uchur ' Thiiprnvidesednpbtvatthlctraiostoceeatsgr.swayruncp -SECONDARY D1 5t - e-i' keaopDulyhocbor - Fer use with larger sign peslLmeheaopwattetimiustestheeeedfrea - thuvlrswdtiermsctete : - - - - stifilemessligive enabling rlsetJgepesttabreshnrimpeL - -----------arsdareasethighhrrpect-. - - - 0 Statslinatnashrelice AftacireotoasIogluanchoowithceouoi tthovbuuedthjeegbf post Feruuewrfh euttot drep-ofl - - Sterna I a tap 01 avthoc-Sfoutd atlen ys be etteched to the conner farthest frau traftuc - C lv old s to tnese tanrip solt -' '."-----.- "-------- I . - Designed specuicelty fee ease at laetetlatiea in toes. tail corrdihosse enabling - - - -aslty retrofitted tvcutroct ltsspusitopm/arrnvwiucyheelnrpacted. - . - - prnWeeotasteItatlees - - - -- - - - - - - - - ---- - - -- - - - - - - . Slip save .J 1Tu Forusevsthlnrgoosi nnwhmthepestustoentrmsgthpeilwrnanvtmst ttoeelthenmsteenronscat flflhy o g - greahawaySistem ) breabawytunctuon AUowuthesouttsatipwaywlttiouiceesfisgea .- - reptacenreotdialtrjladastj anacceptabteimpact condition 0' Z. -, - - tOe r*hd4?n1eupeet4s0n 'ten I niP--.Jyconfe freon 5sardr, aw•c -:. * Distance from edge of tube to center of first hole. - C- -- tube S culthrR Disrseresienu IL,__Frttlngz - I[..Tab00 Cutting Dimensions' - ttH Flt2sq.9 - 1-3t pjg iire sq. U I 314 Ia/wa 11 I 1116 1/1 am - reqIT . rnustbe1 - 15/16' - - - . -- 4-------2's 2I/4'sq50- 4 -13116'2114' so tI/2'sq. - 13116' fl019 n4$ 13/4' sq toMe - 11116' - .13/il' sq. . - - 2'sq. must he rs_ - - - - -- -- - .-. - - 2U4 uq - - - 13116' - - - tPigJ. 21/4' - 21/2'sq. - - - 11116' - --- 21/2'sq. - - - - - 13/41 - II 2112' sq. Agency Division, Ebard, Department, District Position City of Carlsbad Construction Managenet & Inspection Construction Inspector City of Carlsbad Construction Management & Inspection Construction Inspector City of Carlsbad Transportation Public Works Inspector II SIGNAGE NOTES AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE SPECIFICATIONS. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES. A G20-2 "END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, DR ENDS WITHIN A LARGER PROJECT LIMITS. ALL COIviZ3 OlD NIGNI LANE CLOSURES SHALL' BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13" REFLECTIVE SLEEVES. FLASHING ARROW SIGNS SHALL BE USED PER THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, LATEST EDITION). SILENT TYPE SHALL BE USED IN RESIDENTIAL AREAS. THE MAXIMUM SPACING BETWEEN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE I. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 6G.20 OF THE MU TOO. PLACE CJD (CA) "LANE CLOSED" SIGN AT 500-1000' INTERVALS THROUGHOUT EXTENDED WORK AREAS. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND DR HOLIDAY SHALL BE POST MOUNTED USING SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SDRSD M-45. II. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF SECTION 12 OF THE MOST RECENT EDITION OF THE CAL TRANS STANDARD SPECIFICATIONS. TABLE 2: BUFFER SPACE, L 2 APPROACH SPEED (MPH.) LONGITUDINAL BUFFER SPACE L2 (FEET)±' 25 155 30 200 35 250 40 - 45 305 360 50 425 55 495 60 570 'SEE CA MUTCD TABLE 6E-101(CA) FOR SUSTAINED DOWNGRADES STEEPER THAN 3% AND LONGER THAN I MILE. 1YPICAL TRAFFIC CONTROL SIGNAGE R4-7A RI-78 ony RI R3-5(M RI F11 Rl.IQ ° 17 Hr1 LEGEND • - DELINEATOR/CONE - TRAFFIC DIRECTION -BARRICADES TRENOI LINE • -MANHOLE - HIGH LEVEL WARNING DEVICE c rAl "rgaNc TRAFFIC MANUAl. .1.. - TRAFFIC SIGN - DOUBLE TRAFFIC SIGN - FLASHING ARROW SIGN I--.eY.M1 R.AGGER WITH (28 PADDLE - WARNING LIGHTS (R..ASHING/STEADY BURN) -6 FT CONSTRUCTION FENCING -TRANSITION AREA - CONCRETE MEDIAN -WORK ZONE 1 59 ONLY R61(MOO) 83-WILl) I TRAFFIC SIGNAL NOTE: CONTRACTOR 94ML I COORDINATE WITH TRAFFIC CONTROL AND I ai I II (9809 L5 I SIG4AL TION (858) 495-4741 A I I NO MOF5(F1VE)%RJW4GYSPRIOR I LD(TTD I TO WORK AFFECTING A 'TRAFFIC SIGNAL TRAFFIC SIGNAL TO REMAIN OPERATIONAL NOPARJWG $UbUII R26 (MOD) TRAFFIC SIGNAL MODIFICATION NOTE (TO BE PLACED ON ALL SHEETS WITH WORK IN SIGNALIZED INTERSECTIONS) W21-5 Elm <k. . <i>c, < I R08 I . ip 0flaED' I R ROAD aOSED DI I_a.oSED I I 10 I L_ [3B(MOO) I TRAFFIC I 83.1-2 831-4 INKY STT'EASTIcI 03 [ _I ALLEY CLOSED I 144-DO(L1) " 11II-2 (ALLEY) R3-2 R3-18 smEwAix CLOSED DBRALXQ - 85 R9-9 R9-11A(E) AEY AHEAD W-3 (ALLEY) R5i mr RIff R3-7(T) APPROACH SPEED M.P.H.) MINIMUMDISTANCEINFEET L3 BETWEEN SIGNS' FROM LAST SIGNTOTAPER LESS THAN 25 100' 100' 25 TO 40 350' 350' GREATER THAN 40 500' 500' EXACT SPACING MAY VARY DUE TO FIELD CONDITIONS WORK HOURS: ' 8:30 A.M. 103:30P.M. dAls TRAFFIc CONTROL PLANS 'r CONE 3411 Bermudes 3411 Ecothee Avenue San Diego, CA. 92117 Pb. (858) 412-4396 Fax: (858) 412-4396 MobIle: (858) 397-3694 davestcp®san.n'.com WORK DATES TO BE PROVIDED BY CONTRACrOR A MBMIMUM OF TWO (2) DAYS PRIOR TO START OF WORK STREET (ABBRV.) IDESIGNI TAPER BUFFER SIGN COLLEGE AVENUE AVIARA PARKWAY I_I SPEED_LENGTh I_LENGTH _SPACING _SPACING PALOMAR AIRPORT _I_I ENGINEERS SEAL DRAWN BY: DAVEBERMUOES DATE: 2/18/2013 BCE. [ER. SHEET CITY OF CARLSBAD I SHEETS 1 ENGINEERING DEPARTMENT __8 TRAFFIC CONTROL PLAN FOR: PALOMAR AIRPORT ROAD AND COLLEGE AVENUE INTERSECTION IMPROVEMENTS NOTES AND LEGEND CITY OF CARLSBAD APPROVED: ROBERT I. JOHNSON JR. APPROVED ICITY ENGINEER PC28515 EXPIRES 6/30/10DATE IDWN BY: PROJECT NO. DRAINING NO. . For TRAFFIC ENGINEER DATE _6028/6029 __TO1 RVWD BY: - D?ATh BY 8.00 TRAFFIC CONTROL NOTES I. WORK HOURS TO BE RESTRICTED TO____________ TO ____________UNLESS APPROVED OTHER WISE. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGINEER. TEMPORARY "NO PARKING/TOW AWAY' SIGNS STATING THE DATE AND TIME OF PROHIBITION WILL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POLICE DISPATCH AT (760)931-2197 TO VALIDATE POSTING. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL HAVE CLEATS AND COLD MIX AT THE EDGES AS APPROVED BY THE CITY INSPECTOR. EXISTING STRIPING, CROSSWALKS, LEGENDS AND/OR PAVEMENT MARKERS SHALL BE REPLACED BY THE CONTRACTOR WITHIN 4 !-TQUFS. IF REND VET) OR DAM ACED. B. V/ORI? INAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY OF CARLSBAD. CONTACT STREETS DIVISION AT (760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY THE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION. lB. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A STOP/SLOW" PADDLE ON A 5 FOOT STAFF. II. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR. ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALIFORNIA MUTCD, LATEST EDITION). TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND QUALITY ILLUSTRATED ON THIS SHEET ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED WHEN NOT IN USE. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE PUBLIC SAFETY ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH NORTH COUNTY TRANSIT DISTRICT CONTRACTOR SHALL CALL NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE OF STARTING WORK. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PRIME ARTERIALS, UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL PLAN. B TARI R 1' TAPFR I rNcTHc I APPROACH SPEED (MPH.) MINIMUM TAPER LENGTH L1' MINIMUM NUMBER OF CONES FOR TAPER * MAXIMUM SPACING OF CONES ALONG TAPER (FEET) ± MAXIMUM SPACING OF CONES ALONG TANGENT (FEET) ± 25 125 6 25 50 30 180 7 30 60 35 245 8 35 70 40 320 9 40 80 45 540 13 45 90 50 600 13 50 00 55 660 13 55 ItO 60 720 13 60 120 BASED ON 12 FOOT WIDE LANE. THIS COLUMN IS ALSO APPROPRIATE FOR LANE WIDTHS LESS THAN 12 FEET. TARI F T'' I(NJ SPACINC I MATCI-ILINE-SEE_DWG. T04 C I ____ — C GENERAL NOTES V SHEET NOTES / I 1) ON ALL ROADWAY WITH GRADE GREATER THAN 8%, THE CONTRACTOR SHALl. SPIKE THE iREMOI PLATE TO SECURE THEM IN p,A— rn -6 MIN TEMPORARY WALKWAY TO ALLOW FOR PEDESTRIANS AT CROSSWALK. I t '- / I 2) CONTRACTOR SHAU. PROVIDE A RRD Of PROPERTY OWNERS [] TEMPORARY NO PARKING ZONE. / CONTACTED RARDING THIS CONsmucnoN. CONTRACTOR WILL V I PROVIDE AND DISTRIBUTE 930OR HANGER TYPE RiB$ 10 ALL -TYPE I BARRICADES SPACED TO PROHIBIT VEHICLE ACCESS. 'V PROPERTY OWNERS A1B) 13Y CONSTRUCTION A MINIMUM OF 5 DAYS V [] -TYPE I BARRICADES AND CONESIDE PRIOR TO WORK OJRRING.LINEATORS TO PROHIBIT VEHICLE ACCESS. i '1 / 3) ALL STREET CLOSURES 10 BE SIGNED WITH ADVANCE O..0JRE NOTICE TWO WEEKS PRIOR TO CONSTRUCTION. 4) TEMPORARY NO PARKING SIGNS SHALL BE PLACED AS INDICATED ON V r THE PLAN AND SHALL BE SPACED 25' APART. ALL NO PARKING SI6 V V / V -• V V SHALL BE PLACED AD1AIT To THE ROADWAY 48 HOURS IN ADVANCE V '5) CONTRACTOR SHALl. MAINTAIN ACCESS TO PRIVATE PROPERTY V WHENEVER V Ly5fl_yj '4 'I ? 6) IF PARKING IS ALLOWED IN THE ADVANCE WARNING AREA ALL TRAFFICR61(MOD) V CONTROL, SIGNACE SHALL BE PLACED ON TREE OR TALL STANDS ALL rrLM.)c I SETUP FOR STORM I UltMIIV 11W I/ILL.M Ill//V CONTRACTOR SHALL A - : ADVANCE WARNING SIGNS SHALL BE REIR.IrTCIRIZED OR ftLUMINAIW. PALOMAR AIRPORT ROAD ATCOLLEGEA VENUE COVER OR REMOVE ALL 4 I V V CONRKTING SIGNS A Witi V - V V ROADEND V V ROAD WORK V V V V - 14 V V 285' MIN. WORK ZONE ON 28' 100' SHIFT TAPER 300' TANGENT WIN R61MO0) / PALOMAR AIRPORT ROAD aussio R934 13W KIN. OPENING Z3 z ______________________________ c- WI4F__ -- _-. / :Bus STOP I 2O0' MIN. BUFFER TF7 V V SIGNALIZED INTERSECTION NOTE: THE CONTRACTOR SHALL I / NOTIFY THE CITY OF CARLSBAD'S TRAFFIC DIVISION AT V I I (760) 602-2730 A MINIUM OF FIVE (5) WORKING DAYS IN V 5V flV V f V ADVANCE OF BEGINNING WORK ON THIS PHASE OF V CONSTRUCTION. SIGNAL SHALL BE RUN OPERATIONAL A < ROM WORK <5D> EAD AM >= W20-1 C30 (CA) 'V V WORK HOURS 8:30 A.M. TO 3:30 P.M. Beimudes TO BE PEOVIDen BY (TR4CTORA MINII'UM Dave iA 3411 Edl Avenue WORK GAItS: STREET DESIGN TAPER I BUFFER I SIGN OF TWO (2) DAYS PRIOR TO STSRTOFWORJ( San (ABBRV) ISPEED I LENGTH I LEGTHSPACING SPACING iThCCO 0L I 25 FT. Diego, CA. 92117 Ph. (858) 4124396 F:(858)4124396 Mobile: (858) 397-3694 davBEt@n.rr.cOm COU.E( AVENUE SEE DWG. I 500 FT. AARAPARI0NAY 45 I N/A I N/A I 500FT. I 25FT. __ PALOMAR AIRPORT RD 50 SEE DWG. 500 FT. 25 FT. V V ENGINEERS SEAL 590014 BY: DAVE BERMUDES ii DATE: 2/18/2013 I I BCE. EXP. CITY OF CARLSBAD ISHEETS .....,,J ENGINEERING DEPARTMENT V V I V I V TRAFFIC CONTROL PLAN FOR: NO PARKING V PALOMAR AIRPORT ROAD AND COLLEGE AVENUE VITERSECTION IMPROVEMENTS PHASE I (MOD)TOW-AWAY LONE I -: CITY OF CARLSBAD APPROVED: ROBERT I. JOHNSON JR. V ON INRU FRI. ITVV I:l'_!:;iJ_ I W20-1-- APPROVED OTT ENGINEER PC 28515 EXPIRES 6/30/I0 D/It G20-2 -IE 830AM TO 3.30 PM I I for TRAFFIC ENGINEER DATE 11B 6028/6029 102