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HomeMy WebLinkAbout6608; NW QUAD STROM DRAIN PROGRAM 2013; SUBMITTALS;<(aCITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWS14-29U11L Submittal Title: Tier 2 SWPPP Submittal No.: 6072P13 Contractor: Southland Paving, Inc. Date Received: 1/5/2015 Date ofReturn: 1/9/2015 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. 0 REJECTED/RESUBMIT AMEND AND RESUBMIT MAKE CORRECTIONS NOTED O NO EXCEPTIONS TAKEN O RETAINED ON FILE -32 Scott Cartwright, RBF Consulting 1/9/15 Date Now n Manager Date Comments: See attached comments CM&l Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 <(4ClTY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWSI4-29UT1L Submittal Title: C-900 PVC Pipe Submittal No.: 6072P02 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. 0 REJECTED/RESUBMIT 0 AMEND AND RESUBMIT MAKE CORRECTIONS NOTED O NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date 13 III1 ( Construction Manager Date Comments: The submittal does not indicate that it is applicable also to 8" PVC which is specified on Sheet 7 of the approved plans. We assume the intent would be to use this product for the 8" PVC. CM&l Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 SOUTHLA1IID INC. 361 North Hole Avenue • Escondido, CA 92029-1716. Phone: 768-747-6835 • Fax: 760-747-1008 - TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 LADIES/GENTLEMEN: _ue No. llJ LETTER OF TRANSMITTAL 12-9-14 JOB NO.: 6072-P ATTENTION: Jay Jordan RE: North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-02 %A19= AO Mr%TMr v-I I. E Warranty/Guarantee [] Insurance Certificate El Change Order Subcontract Eli Purchase Order Addendum's Bid Proposal MSDS [li] SUBMITTAL E] Plans/Specifications Bonds Copies Date Number Descriptions 1, Electronic 1219/2014 6072-P-02 C-900 PVC Pipe Vinyltech THESE ARE TRANSMITTED as checked below: [] For Review and Comment For Approval For your use Signed and Initialed [] As requested Approved as noted Returned for corrections For Signature E FOR BIDS DUE REMARKS: Attached please find the Submittal for the C-900 PVC Pipe required for the referenced project If you have questions please call us. I hereby certify that the (equipment/material) shown and marked In this submittal is that proposed to be incorporated into this project, is in compliance with the co cl,(1ocri)ents , can be installed is the allocated spaces and is submitted for approval. Signed Y- 1<.t' Bob Kennedy, Vice Presiden of Southland Paving, Inc. on 12/9/2014 VINYLTECH AWWA C900-07 TECHNICAL DATA SUBMITTAL VI N' LTECH FV R PVC- PIPE CONFORMANCE These specifications designate the requirements for manufacturing and installing Vinyltech AWWA C900- 07 water pipe. AWWA C900-07 . Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. Through 12 In. (100mm Through 300mm). for Water Transmission and Distribution AWWA C605 - Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water ASTM D1784 - Standard Specification forRigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds ASTM D3139 - Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM F477 - Standard Specification for Elastomenc Seals (Gaskets) for Joining Plastic Pipe ASTM 02412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading PIPE COMPOUND The pipe shall be extruded from compounds meeting (PVC1120) the requirements of Cell Classification 12454, as defined in ASTM D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. The PVC shall also be listed by the National Sanitation Foundation (NSF) for use in potable water. PIPE Vinyltech pipe shall be manufactured in accordance with AWWA C900-07. GASKET JOINT The gasket shall be reinforced with a steel band and meet the requirements of ASTM F477. Vinyftech pipe shall have an integral bell end with a locked-in factory installed gasket and shall meet the joint requiremönts of ASTM 03139. MARKING The pipe shall be marked in accordance with AWWA C900 as in the following example. Mahufacturer's name and production codes Nominal size, dimension ratio number, and O.D. base for example, 8" DR 18 CIS) C) Materials cell classification (PVC1120) AWWA pressure class (235 psi or 305 psi) and hydrostatic test pressure (T600, or T800) _AWWA designation nurnber(AWWAC900-07) National Sanitaion Foundation (NSF-61) Underwriters Laboratories '(UL) logo, third party certification. Production date and time code (VABB1SB 48.34) I) FM Approvals (FM) logo, required FM pressure rating (150 or 200 psi), third party certification QUALITY CONTROL Each length of the pipe including the bell shall be hydrostatically tested. The pipe shall meet all ad- ditional test requirements as described in AWWA C900-07. Our full, time quality assurance staff continually administers a rigid program of tests to maintain the production of the best pipe products available. INSTALLATION Recommended installation procedures of Vinyltech Corporation are outlined in AWWA 6605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water. The AWWA Manual M23, PVC Pipe- Design and Installation, is also an invaluable resource guide for design and installation. TAPPING The consistent success of tapping PVC pressure pipe is contingent upon the use of proper proce- dures and equipment. Vinyltech recommends strict compliance with the requirements as speck fiCd in AWWA C605. ASSEMBLING THE PIPE Assembly of Vinyltech PVC water pipe is easily accomplished. A depth of entry mark is on each spigot end to serve as a visual check for rapid, accurate joint inspection. Do not over insert. Remove any mud, sand, or other foreign matter from the belied and spigot ends of the pipe. Carefully clean the gasket area. With a clean applicator (a brush or hand) lu- bricate the entire surface of the pipe from the spigot end to the depth of entry mark and the contact surface of the gasket with Vinyftech Brand Lubricant. Brace the bell t 7avoid disturbing thC'álready installed joints. Align the pipe, insert the spigot into the bell and push. Do not insert past the entry mark line. APPROVED CERTInEOlO NSF!AUSI 61 Underwriters L Laboratories Inc - L3T6D a varistar company 201 S. 61st Avenue • Phoenix, AZ 86043 602 233-0071 • 602 2724847 Fax • www.vtpipe.com Eftactive 01.114 NOMINAL SIZE (IN) çn OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/100) 4 (100) 4.800 0.267 16 1020 251.6 6 (150) 6.900 0383 16 440 521.2 8 (2001 9.050 0.503 20 200 903.0 10 (250) 11.100 0.617 12 240 1354.4 12 (300) 13.200 0.733 28 60-80 1935.8 NOMINAL SIZE (IN) OUTER DIAMETER (IN) MINIMUM WALL (IN) LIFTS PER TRUCK FEET PER LIFT APPROXIMATE WEIGHT (LB/i 00) 4 (100) 4.800 0.343 16 1020 317.5 6 (150) 6.900 0.493 16 440 658.7 8 (200) 9.050 0.646 20 200 1139.7 10 (250) 11.100 0.793 12 240 1722.3 12 (300) 13.200 0.943 28 60-80 2445.5 I F I.... '-....... .: ii:i:... \'LNV'l.TEC :V11 PVC IPIPE VINY16TECH AWWA C90007 TECHNICAL DATA SUBMITTAL BOSS SECTIONAL VIEW SEALING POINTS THE RIEBER SEALING SYSTEM The Riebër system provides a proven pipe joint with an excellent track record in the field. It is the fastest growing system in the world because of its many advantages. Factory instated, lockSd-in gasket • The gasket is molded vs. extruded and spliced The ,pipe bellformsoverthegsket,making a * Works equally Well under preAsure r va uum perfect fit Three sealing points achieved vs. two Avoids the possibility of installing the wrong gasket • LEAK-PROOF JOINTS Reduces installation problems • "THE WORLDS BEST JOINT" The locked-in gasket eliminates gasket roll-out during joining BE 201 S. 61st Avenue a Phoenix. AZ 85043 varistar company 602 233-0071 • 602 272-4647 Fax . www.vtpipe.com CITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Submittal Title: Submittal No.: Contractor: Date Received: Contract No. 6608, Bid No. PWSI4-29UTIL Perforated SDR 35 PVC Pipe 6072-P-03 Southland Paving, Inc. 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. jJ REJECTED/RESUBMIT 0 AMEND AND RESUBMIT 0 MAKE CORRECTIONS NOTED O NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date By. c , ç Construction Manager Date Comments: The approved plans specify 4 rows of 3/8" perforations at 3" o.c. The total area of the perforations in this submittal is substantially less than what was proposed. A new product should be selected that more closely conforms to the plans. CM&l Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 -: -- -- - -I a - SOUTHLAND PAVING, INC. 361 North Halo Avenue • Escondido. CA 92029-1716 • Phone: 760-747-6895 • Fax: 760-741-1008 License No. 451191 LETTER OF TRANSMITTAL TO: City of Carlsbad 5950 El Camino Real I Carlsbad, CA 92008 LADIES/GENTLEMEN: 12-9-14 IJ0BM0.: 6072P ATTENTION: Jay Jordan RE North West Quadrant Storm Drain - 2013 Valley St. - East Side, Highland Or. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-03 %At;= AOç MrurI, Vru I- E] Warranty/Guarantee LI Insurance Certificate Change Order Subcontract Purchase Order M Addendum's Bid Proposal [] MSDS LI SUBMITTAL fl Plans/Specifications El] Bonds Copies Date Number Descriptions 1, Electronic 121912014 6072-P-03 Perforated SDR 35 PVC Pipe Cresline-WEST THESE ARE TRANSMITTED as checked below: J For Review and Comment For Approval LI For your use Signed and Initialed As requested Approved as noted F-1 Returned for corrections fl For Signature FOR BIDS DUE REMARKS: Attached please find the submittal for the Perforated SDR 35 PVC Pipe required for the referenced project. If you have questions please call us. I hereby certify that the (equipment/material) shown and marked In this submittal is that proposed to be incorporated into this project, Is In compliance with the c rant Ioyuments , can be installed Is the allocated spaces and is submitted for approval. Signed t J Bob Kennedy, Vice Pr ident of Southland Paving, Inc. on 12/9/2014 .__WL1 PERFORATIONS ARE 2 ROWS OF WHOLES ON 5' CENTERS 1200 APART -4 1 -mw@w- -Eppme I to' SELLED END SOLVENT WELD ASTM D-3034 SIZE O.D. I.D. MIN. WALL WEIGHT PER 100' FEET PER PALLET PALLETS PER T.L. PART NO. SOLID 3,250 3.064 .093 63.47 1000 32 53075 30 PERF 3.250 3.064 .093 6347 1000 32 53080 SOLID 4.215 SDR-35 SEWER PIPE 3.975 .120 108.51 900 24 53112 4" PERF 4,215 3.975 .120 106.51 900 24 53119 6"SOUD 6.215 51915 .180 238.40 350 24 53179 6!LPRRE --'i*- XGl 238.40 350 24 63196 106.51 1200 16 1 53117 20' BELLED EN SOLVENT WELD ASTM 04034 4"SOUD 4.215 3.975 .120 4" PERF 4.215 3.975 .120 106.51 1200 16 53121 6" SOUD 8.275 5.915 .180 238.40 700 12 53184 6" PERF 8.275 SDR-35 SEWER PIPE 5.915 .180 100.80 700 12 53201 8"SOUD 8.400 7.920 .240 224.66 400 12 53253 8" PERF 8.400 7.920 .240 402.48 400 12 53262 CAMIRE-WEST 0 PVC-SEWER PIPE - ASTM 0.3034 CWPVC-6 FEBRUARY, 2011 DI CA (PflD RY DAP1' IJIIMRR flVflBflCAflflU Ai '2 OflW flCTL" Uni PQ flY.! Y." rPJTZi 17fl" flIJAWI 4'! 4.215 3.975 .120 109.84 1260 18 53725 14' GASKET JOINT 6 6.275 5.915 .180 245.85 490 18 53784 SDR-35 SEWER PIPE ASTM 0-3034 8 8.400 7.920 .240 441.75 280 18 53805 WHITE 4" 4.215 3.975 .120 108.84 1200 16 53734 20' GASKET JOINT 6 6.275 5.915 .180 243.82 700 12 53794 SDR-35 SEWER PIPE ASTM 0-3034 8 8.400 1.920 .240 436.81 400 12 53814 WHITE 14'& 20' LAYING LENGTHS. INSERTION DEPTH RIND IS PJIARKEO ON THE BEVLW bIILU I hNU UI. I.!I1. GASKETS ARE REINFORCE RUBBER RING AND PERMANENTLY INSTALLED IN AN INTEGRAL BELL. MADE OF COMPOUNDS CONFORMING To ASTM 0-1784 WITH CELL CLASSIFICATION OF 12454 OR 12384. REFER TO ASTM 0.2321 FOR PROPER INSTALLATION PROCEDURES OF SDR.35 SEWER PIPE. 4". a- SDR-35 SEWER PIPE IS CERTIFIED TO THE UNIFORM PLUMBING CODE BY NSF INTERNATIONAL. NSF 0 sewer U.P.Code CRESLINE - WEST, INC. CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD 'EVANSVILLE, IN 47715 'TELEPHONE (812) 428.9300 PLANT; 3147 W. BUCKEYE ROAD' PHOENIX, AZ 85009 •TELEPHONE (602) 269.5161 WAREHOUSE: 1930 W. WHITE$BRIDGE ROAD' FRESNO, CA 93706 TELEPHONE (559) 4864840 www.cresllne.com <<+CITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWSI4-29UTIL Submittal Title: 24" Prescast Catch Basin and Grate Submittal No.: 6072PO4 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. 0 REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting Engineer Construction Manager Comments: 12/18/14 Date _c.) I Date CM&I Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 LI For your use LI Approved as noted LI For Review and Comment LI Signed and Initialed LI Returned for corrections LI FOR BIDS DUE LI For Approval LI As requested LI For Signature - It 2 7•_-_____ SOUTHLAND PAVING, INC. 361 North Hole Avenue •Escondido,CA92029-1716. Phone: 160-747-6895. Fax: 760-747.1008 Ucene Igo. 451191 LF.11ER OF TRANSMITTAL 12-9-14 IJOUNO.: 6072P ATTENTION: Jay Jordan RE: North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda In. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-04 TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 LADIESIGENTLEMEN: Wr AD crmte vri I- LI Change Order LI Subcontract LI SUBMI1TAL E) Warranty/Guarantee LI Purchase Order LI Addendum's LI Plans/Specifications LI Insurance Certificate LI Bid Proposal El MSDS LI Bonds Copies Date Number Descriptions 1, Electronic 121912014 6072-P-04 24" Precast Catch Basin and Grate AR Precast THESE ARE TRANSMITTED as checked below: REMARKS: Attached please find the Submittal for the Precast 24" Catch Basin and Grate required for the referenced project If you have questions please call us. I hereby certify that the (equipment/material) shown and marked in this submittal is that proposed to be incorporated into this project, is in compliance with the c ac d ments , can be Installed is the allocated spaces and is submitted for approval. Signed_________________________________________ Bob Kennedy, Vice Presid t of Southland Paving, Inc. on 12/912014 21 *Catch Basin Heiaht "Knock -#-.-'- - SOLID' STEEL COVER @ STEEL GRATE(TRAFFIC or PARKWAY) (TRAFFIC or PARKWAY) STEEL FRAME IS 26 1/4" 26 1/4" OPTtOMAL jj© C.I PARKWAY iRATE 26 1I 4"i22.-..26 1/4' 12" High ........................... 14"W X 7"H 18" High...........................14"W X 11'I1 24" High ............................ 14"W X 17"H 28" High ........................... 14"W X 22"H CB2424 SERIES 24"X 24" CATCH BASIN Steel Traffic Frames W/ Steel TFC Covers Or Steel TFC Grates Are Designed For AASHTO 14-20 Wheel Loading, But Are Not Intended For Direct Traffic Installations. Steel Frames W/ Steel Parkway Covers Or Steel Parkway Grates, Are Designed For A Live Load Of 300 p.s.f. Cast Iron Traffic Grates Are Designed For MSHTO H-10 Wheel Loading. But Are Not Intended For Direct Traffic Installations Cost Iron Parkway Grates Are Designed For 300 p.s.f Wheel Loading. <(4CITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: Project No.: Submittal Title: Submittal No.: Contractor: Date Received: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Contract No. 6606, Bid No. PWSI4-29UTIL Filter Fabric - Mirafi 140 N 6072-P-05 Southland Paving, Inc. 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM PULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. O REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date By: ofoc2ç onstruction Manager Date Comments: CM&I Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 INC. TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 LADIESIGENTLEMEN: 361 North Hale Avenue • Escondido, CA 92029-1716 • Phone: 760-747-6895 • Fa)L 760-747-1008 License No. 451191 LETTER OF TRANSMITTAL 12-9-14 11013 NO.: 6072-P ATrENT!ON. Jay Jordan North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-05 UIP AD c9=Mn1Mf vrI LI Warranty/Guarantee LI Insurance Certificate LI Change Order LI Subcontract LI Purchase Order LI Addendum's LI Bid Proposal LI MSDS E1 SUBM11TAL LI Plans/Spedfications LI Bonds Copies Date Number Descriptions 1, Electronic 1219/2014 6072-P-05 Filter Fabric - Marafi 140N Tencate THESE ARE TRANSMITTED as checked below: For Review and Comment LI Signed and Initialed LI Returned for corrections E] FOR BIDS DUE LI For Approval LI For your use LI As requested LI Approved as noted For Signature REMARKS: Attached please find the Submittal for the Filter Fabric required for the referenced project If you have questions please call us. I hereby certify that the (equipment/material) shown and marked in this submittal Is that proposed to be incorporated into this project, is in compliance with.the Co rapt doe men , can be Installed is the allocated spaces and is submitted for approval. Signed L Bob Kennedy, Vice Presi entof Southland Paving, Inc. on 12/9/2014 :;:i TENCATE Miraf i TENCATE GEOSYNTHETICS Americas Mirafie 140N is a needlepunched nonwoven geotextile composed of polypropylene fibers, which are formed into a stable network such that the fibers retain their relative position. Mirafi® 140N is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. Mirafi® 140N meets AASHTO M288-06 Class 3 for Elongation > 50%. TenC ate Geosynthetics Americas Laboratories are accredited .by ä2Lä (The American Association for Laboratory Accreditation) and Geosynthetic Accreditation Institute - Laboratory Accreditation Program. (GAl-LAP). NTPEP Number: GTX-2012-01-009 Meôhanical Properties Test Method Unit Minimum Average Roll Value MD CD Grab Tensile Strength ASTM D4632 lbs (N) .120(534) 120 (534) Grab Tensile Elongation ASTM D4632 % 50 50 Trapezoid Tear Strength ASTM D4533 lbs (N) 50 (223) 50 (223) CBR Puncture Strength ASTM 06241 lbs (N) 310 (1380) Apparent Opening Size (AOS)1 ASTM D4751 U.S. Sieve (mm) 70 (0.212) Permittivity ASTM D4491 sec" 1:7 Flow Rate ASTM D4491 galImin/ft(lIminIm) 135(5500) UV Resistance (at 500 hours) ASTM D4355 I % strength retained 70 'ASTM D4751: AOS is a Maximum Opening Diameter Value Physical Properties [ Unit Typical Value1 Roll Dimensions (width,x length) ft (m) 12.5 x 360(3.8 x 110) 15 x 360 (4.5 x 110) Roll Area yd2(m2) 500 (418) 600 (502) Estimated Roll Weight lb (kg) 137(62) 165 (75) ASTM 04439 Standard Terminology forGeosynthetics: typical value, n—for gèosynthelics, the mean value calculated from ocuiiiénted manufacturing quality control test results for a defined population obtained from one test method associated with on specific property. - Disclaimer: TeriCate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the pUrchaser. TenCate disclaims any and all espress; implied, or statutory standards, warranties Or guarantees, Including without limitation any Implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment materials or information furnished herewIth. This document should not be construed as engineering advice. Mlmfi Is a registered trademark of Nicoion Corporation. Copyright @2014 Nlcoton Corporation. All Rights Reserved. TEHCATE materlaIs that make a difference Made in USA 365 South Holland Drive Tel 706 693 2226 Fax 706 63 4400 Pendergrass, GA 30567 Tel 888 795 0608 wwvi.lencate. corn F(3S000385 1qjq foij <4ClTY OF 4/ CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWS14-29UT1L Submittal Title: Reinforcing Steel Certificate of Compliance Submittal No.: 6072P06 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. O REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date By: Construction Manager Date Comments: CM&I Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 C] For your use C] Approved as noted For Review and Comment El Signed and Initialed C] Returned for corrections C] FOR BIDS DUE C] For Approval C] As requested C] For Signature 361 North Hale Avenue • Escondido, CA 92029-1116 • Phone: 160-747-6896 • Fax 760-747-1008 - Ucense No. 451191 LETTER OF TRANSMITTAL LADIES/GENTLEMEN: 12-9-14 IJOBNO.: 6072P ATTENT1Ot Jay Jordan RE: North West Quadrant Storm Drain --2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-06 TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 tMl: Aol: CPKInTRIC V(l I. [1 Warranty/Guarantee Insurance Certificate EJ change Order, [1 Subcontract Ej Purchase Order [] Addendum's [1 Bid Proposal U MSDS SUBMITTAL fl Plans/Specifications U Bonds Copies Date Number Descriptions 1, Electronic 12/9/2014 6072-P-06 Reinforcing Steel Certificate of Compliance O.M. Reinforcing Steel THESE ARE TRANSMITTED as checked below: REMARKS: Attached please find the Certificate of Compliance for the Reinforcing Steel required for the referenced project If you have questions please call us. I hereby certify that the (equipment/material) shown and marked In this submittal is that proposed to be Incorporated into this project, Is In compliance with the c trct druments , can be installed is the allocated spaces and Is submitted for approval. Signed J!cl(4Ai/J Bob Kennedy, Vice PresS ant of Southland Paving, Inc. on 12/9/2014 OM Reinforcing Steet LLC 522 Jeff= St El Cajon CA 92020 hone:619-2815585 Fax 619-2917048 Plant 5935 Mission Gorge Rd San Diego, CA 92120 - - SJ_rIAQ Re. J\lcCHrwef Ccr k - kic"A CIA Gent1eth We beteby certify that the reinforcing mod to be finished by O.M. Reinforcing Steel LW confornis to the appropxiatc specifications section for this project and to ASTM A615 Grade 60. We further certify •*,at any welded wire fabric supplied will conform to ASTM A-1.S5 and that all processes for the above steel occurredin-the United States. Sincerely,. O.M.Rewforcrng Steel LLC Si1: 4fgi(( CM&I 5950 El Camino Real Carlsbad, CA 92008 760-602-2780 Engineering Engineering 1635 Faraday Avenue Carlsbad, CA 92008 760-602-2765 <4ClTY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWS14-29UT1L Submittal Title: Concrete and Related Materials for Curbs and Sidewalks Submittal No.: 6072-P-07 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. O REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN 0 RETAINED ON FILE By: Scott Cartwright, RBF Consulting Engineer By Construction Manager Comments: 12/18/14 Date 0/O f-- Date - INC. - 361 North Hate Avenue • Escondido, CA 92029-1716 • Phone: 760-7474895 • Fax: 160-747-1008 - c ..License No. 451191. LETTER OF TRANSMITTAL TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 LADIESIGENTLEMEN: 12-9-14 IJ0BN0.: 6072.P AUENflO Jay Jordan RE: North West Quadrant Storm Drain 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-07 A1 AD= CrhlnTf%lr VCI I. Change Order fl Subcontract [2] SUBMITTAL L Warranty/Guarantee Purchase Order Addendum's L Insurance Certificate Bid Proposal [:1 MSDS Bonds Copies Date Number Descriptions 1, Electronic 12/912014 6072-13-07 Concrete and Related materials for Curbs and Sidewalks H&D Construction THESE ARE TRANSMITTED as checked below: [21 For Review and Comment Signed and Initialed F-1 Returned for corrections FOR BIDS DUE For Approval For your use As requested 112] Approved as noted fl For Signature REMARKS: Attached please find the submittal for the concrete and related materials required for the referenced project If you have questions please call us. I hereby certify that the (equipment/material) shown and marked in this submittal is that proposed to be incorporated into this project, is in compliance with the co tract d1cuments , can be installed is the allocated spaces and Is submitted for approval. Signed j ) Bob Kennedy, Vice P Went of Southland Paving, Inc. on 12/9/2014 H&D Construction Company P.O. Box 12859 El Cajon, CA 92022 June 18, 2014 Southland Paving, Inc. 361 North Hale Ave Escondido, CA 92029 Re: Northwest Quadrant Storm Drain- Concrete Submittals Curb, Cross Gutter and Sidewalk- Mix # 5596 Concrete Cure- Meadows 1100 Clear Fiber Expansion Joint Submittal Truncated Domes Regards, Mike Aprea 1369 North Magnolia Ave El Cajon, CA 92020 Office (619) 444-6118 Fax (619) 441-814 Mix Design Report Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, CA 92029 760-7450556 Mix ID# 5596-- 560-C-3250 [0] This design is being submitted for approval. Conformance with specification should be reviewed. Contractor: H & D Concrete Project: NORTHWEST QUADRANTSTORM DRAIN Compressive Strength : 3250 psi at 28 days Aggregate size: 1" - 25 mm Air: 1.2±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: 148.01 pcf Design Date: 06/17/2014 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 1484 lb 2.700 8.81 ASTM C33 #8 ROCK 266 lb 2.700 1.58 ASTM C33 WASHED CONC SAND 1361 lb 2.650 8.23 Air 1.2%. 0.32 Total: 3996 27.00 Remarks: Reported by Superior Ready Mix L.P. Approval by: Date: 06/17/2014 Date: / / Mix Design Report Sieve Full gradation analysis- Percent passing Agg. 1 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 1" 98.00 100.00 100.00 100.0 99.4 99.1 3/4 62.00 100.00 100.00 100.0 87.6 82.0 1/2" 34.00 100.00 100.00 100.0 78.5 68.8 3/8" 24.00 95.00 100.00 100.0 74.9 63.6 #4 2.00 20.00 98.00 100.0 62.7 46.0 #8 1.00 1.00 83.00 100.0 56.7 37.2. # 16 . . 63.00 100.0 .50.2 27.8 #30 39.00 100.0 42.9 17.2 #50 18.00 100.0 36.5 8.0 # 100 6.00 100.0 33.0 3.0 #200 2.90 100.0 31.9 1.3 # 325 99.0 31.0 Liquid 66.0 20.5 Pan F.M. 7.11 5.84 2.93 % Agg 47.32 8.48 44.20 %Total 32.63 5.85 30.48 31.0 Agg. 1: ASTM C33 #57 ROCK Agg. 2-: ASTM C33 #8 ROCK Agg. 3: ASTM C33 WASHED CONC SAND Cjinimulative Percent Passing Chart - - - 100 90 so - Combined Aggregätes - - -$4 Total p 70- 60- so. -- 40 0. Paiticle Size 0 Earth Systems Southwest 79-8II8Couetry Club Drive Bermuda Dunes, CA 92203 (760) 345-1588 800) 924-7015 FAX (760) 345-7315 Project: Superior Standard Mix MIX Design #: 5596 Address: San Diego co.,.Ca.. Date: 5/112013 General Contractor., Lab Design #: ES 13-032 Conc,Sub-Contractor: Job Numbs!: 07517-01 Concrete Suppler: Superior Ready Mix Max. Size Agg. 1 Agg. Supplier: Superior Ready Mix Design Strength: 3250.psl Cement Supplier: Mitsubishi Slump: 4 Concrete Use: SSPWC 560-C-3250 1-11201Cement Ratio: 0.88 Proportions Abs. Abs. Batch Batch specific Vol. Vol. Weight Weight itlaterlal Type Gravity Cu Ft. Cu. Mtr. Lbs. Kgs Cement Type uN 3.15 2.85 0.105 560 332 Fly Ash type F 2.04 0.00. 0.000 0 0 Agg.#I I 112' Agg 2.70 0.00 0.000 0 0 Agg.#2 1° Agg 2.70 8.80 0.328 1483 881 Agg.#3 3/8" Agg 2.70 1.58 0.059 266 158 Agg.#4 Wash Con Sand 2.85 8.16 0.302 1349 801 Water 39.0 Gals. 192.8 Liters 1.00 5.21 0.193 325 193 Admix #1 1.00 0.000 0.000 0.0 oz 0.0 liters Admix #2 1.00 0.000 0.000 0.0 ox 0.0 liters AdmIx #3 1.00 0.000 0.000 0.0 ox 0.0 liters Air Entrapped 1.5 % 4/- 1.0% 0.41 0.015 Totals 27.0 1.00 3983 lbs 2364 kg Aggregate Gradation (mm) - AGG: r% 11/2 r 3/4 l/T 3/8 04 #8 #16 930 050 9100 ieoo AGG. % 37.5 rein 25 MM 19mm 12.5 rem 95.mm 476 rem 2.36 mitt 1.18 mm 600 urn 300 urn 150 urn 75w11 Agg.#1 0 Mg. #2 47 100 98 82 34 24 2 1 Agg. #8 9 100 100 100 100 95 20 1 Aoo14 44 100 100 100 100 100 98 83. 63 39 18 6 2.9 Average Strength 4440 f'cr =fc+1.345 = 3886 ?cr = ?c+2.339-500 3857 This Mix desigfl presented Is based upon estimation of material propeilies and limited teasiblihty testing under laberatoty conditions, Ills recornniendèd that trial teatsarb made prlortoand disln9 Production to verity thepeiformance of field produced concrete. All concrete mixes should be reviewed and accepted by the aplic ble projectstructural engineer and/or con Respectiully subiItted EARN SYSTEMS SOUTHWEST Mark HdUghton C.E.T. #078507 DistributIon:. 2- Superior 1 - BI) Kevin L. Paul ' CE# 70084 L. 0 7OQB4' 140. Superior Ready mix Concrete, L.P. 1508 W mission Rd Escondido, CA 92029 5596 - - 560-C-3250 (0] Cast date Slump Conc Temp 7 Day PSI 28 Day PSI 10/22/2012 3.00 79 3745 5180 11/07/2012 3.50 81 0 4745 11/21/2012 4.00 70 2120 3925 11/27/2012 4.00 67 3595 5160 11/28/2012 2.50 69 3580 4390 12/12/2012 4.00 69 3250 4615 01/05/2013 4.25 50 3140 4930 01/08/2013 4.00 65 2615 4125 01/09/2013 4.00 61 0 4485 01/15/2013 3.50 60 3965 5830 01/29/2013 4.00 0 2710 4407 02/01/2013 3.50 73 0 3675 02/04/2013 5.00 69 3245 4640 02/14/2013 2.00 70 2250 3760 02/19/2013 5.50 66 0 4585 02/25/2013 4.00 72 3370 4563 02/26/2013 5.00 68 3090 4210 03/01/2013 5.00 75 1980 3130 03/05/2013 4.00 75 3240 4727 03/22/2013 4.50 73 3170 4447 04/01/2013 3.50 75 2770 4195 04/24/2013 4.50 75 2530 4195 05/13/2013 5.00 76 2880 4223 05/13/2013 3.50 72 3590 5725 05/15/2013 6.00 75 0 3625 05/31/2013 4.00 88 3090 4540 11/27/2013 4.00 69 2460 3965 12/30/2013 4.00 70 2320 3697 03/14/2014 5.75 67 2990 4420 04/11/2014 4.50 77 3270 4400 4.130 71.0 2998 4417 Average 0.673 7.0 525 586 STD 2.00 50 1980 3130 Low 6.00 88 3965 5830 High Number of observations: 30 Agrcemex PORTLAND CEMENT CERTIFICATE OF COMPLIANCE CERTIFICATION OF CEMENTSHJPPED FROM: CEMEX Construction Materials Pacific LLC ictor ille CEMENT TYPE: Portland Cement Type H and Type V I hereby certify that.all of the cement shipped from the above location complies with all applicable requirements of the following specifications: ASTM C1157 Type GU Hydraulic Cement, ASTM C-150 Type I, Type H, and Type V, AASHTO M 85 TypeI, Type; II, and Type V, Arizona Department of Transportation Standard Specification 1006-2.01 Hydraulic Cement, California Department of Transportation and Standard Specification Section 90-1.02B(2) Portland Cement (2010) Reference Number: 41698 Date Shipped: February 14, 2014 through February 20, 2014 Quantity: As Required ose M Do ingue uallty onfrol Manager CEMEX - Victorvifle Plant, 16888 North E. Street, Vlctorville, CA 92394 Ph: (760) 3817632 3990 E Concours Street civnirr iii Suite 200 /LEmEx Telephone (90974-549 TEST j FAX (909) 974-5525 Cement ideOtified as: Date: 2/11/2014 Plant: Cemex Construction Materials Pacific LLC Location: Victorville, CA Prod Dates: Beginning 1/112014 Ending 1131/2014 Reference.No. 41681 M STANDARD CHEMICAL REQUIREMENTS ASTM C I501AASHTO M85 TYPE TYPE TYPE TEST SPECIFICATIONS I II V RESULTS Silicon Dioxide (SiO2), % Minimum --- - --- 20.6 Aluminum Oxide.(A1203);% Maximum -- 6.0 --- 3.9 Ferric Oxide (Fe2O3), % Maximum --- 6.0 --- 3.5 Calcium Oxide (CaO), % --- -- ---- 63.1 Magnesium Oxide (MgO), % Maximum 6.0 6.0 .0 45 Sulfur Trioxide (S03), % n Maximum 3.0 3.0 '2.3 2.7 Loss on Ignition (LOI),% Maximum 36 3.0 3.0 1.1 Insoluble. Residue, % Maximum 0.75 0.75 0.75 0.23 Sodium Oxide (Na2O),% * ---- --- 0.21 Potassium Oxide (1(20), % - --- -- 0.46 Equivalent Alkalies (Na2O+.658K20),% Maximum 0.60 0.60 0.60 0.51 Equiv. Alk at 95% confidence level -- - ' - 0.51+1-0.04 CO2(%) ' - - -- .0.2 Limestone %) Maximum 5.0 5.0 5.0 0.5 aCO3 in Limestone Minimum' 70.0 70.0 70.0 97.9 Inorganic Process Addition (%) Maximum 5.0 5.0 5.0 0.0 Tricalcium Silicate (C3S),% --- --- --- 61 Dicalcium Silicate (C2S), % ••-- -- -- .13 Tricalcium Aluminate (C3A), % Maximum ---- 8 5 4 Tetrácalcium Alum inoferrite (C4AF), % ---- ---- ---- 11 Heat Index :(C3S +4.75 C3A), % 100 81 C2 (C4AF + 2C3A) or (C4AF+F),% Maximum Informational data only --- --- 25 '19 PHYSICAL REQUIREMENTS Heat of Hydration (ASTM C 186) 7 days, kjlkg(callg) Most recent value 327(78.1) (ASTM C 204) Blame Fineness, cm2/gm Minimum 2600 2600 2600 3820 (ASTM C, 430) -325 Mesh, % - --- -- 98.2 (ASTM C 191) Time of Setting (Vicat) Initial Set, minutes Minimum 45 45 45 110 Final Set, minutes Maximum 375 375 375 237. (ASTM C 45 1) False Set; % Minimum 50 50 50 91 (ASTM C 185) Air Content, % Maximum 12 12 12 5.7 (ASTM C.151) Autoclave.Expansion,% Maximum 0.80 0.80 0.80 0.12 (ASTM C. 187) NOrmal Consistency, % -- - -- 24.9 (ASTM C 1038) Expansion in Water % Maximum 0.020 0.020 0.020 0.008 (ASTM C. 109) 'Compressive Strength, psi (MN) I Day - -- -- 2200(15.2) 3 Day Minimum 1740(12.0) 1450(10.0) 1160(8.0) 3930(27.1) 7 Day Minimum 2760(19.0) 2470(17.0) 2180(15.0) 4890(33.7) 28 day (strength from preceeding month) I Minimum --- --- 3050(21.01 6210(42.8) 11 Na2O and K20 determined by ASTM C-il 4-10 section 4 and AASHTO 11 05-09 Section 3 The peflbmiance of CEME.t( Type Il/V has proven to be improved with sulfur tiloxide levels inexcess 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 , (5 and physical Specifications of: ASTM.C-1 50-09 Type 1, Type LI, and Type V Low Alkali portland cements By: ASTM C-I 157-08a Type GU Hydraulic Cement Quality Control Manager Arizona DOT Standard Specification 1006-2.01 Hydraulic Cement CEMEX - Victorville Cement Plant CalTrans Section 90-2.01 T It Modified and Type V (2006) Callrans. Section 90-I .02B(2) (2010) 16888 North "E' St., 'Victorville, CA 92394 3990 E Concours Street Suite 200 CA 91764 1ccmex 5469 TEST FAX (909) 974-5525 Cement Identified as: Date:. 2/11/2014 Plant: Cemex Construction Materials Pacific LLC Location: Victorville, CA Production Dates: Beginning January 1, 2014 Ending January 31, i014 Reference No. . 41681 M Additional Data Limestone addition Amount(%) 0.5 SiO2 (%) 0.3 A1203 (%) 0.2 Fe2O3 (%) 0.1 CaO(%) 55.9 S03 (%) 0.0 Base Cement Phase Composition C3S 61 US 13 C3A 4 C4AF 11• We certify that.the above described data represents the materials used in the cemenimanufactured during the production period indicated By: Quality Control Manager CEMEX - Victorville Cement Plant 16888 North 'E" St., 'Victorville, CA 92394 MATERIAL SAFETY DATA SHEET (MSDS) FOR PORTLAND CEMENT (Complies with OSHA and MSHA Hazard Communication Standards, 29 CFR 1910.1200and30 CFR Part 47) CEMEX, INC. CEMEX CALIFORNIA CEMENT LLC VICTORYILLE CEMENT PLANT 16888 NORTH "E" STREET VICTOR VILLE, CALIFORNIA 923942999 Section 1- IDENTIFICATION Sppier/Manufacturer CEMEX, Inc. CEMEX California Cement LLC Victorville Cement Plant 16888 North "E" Street Victorville, California 92394-2999 Chemical name and synorwnis Portland Cement (CAS #65997-15-1) Emergency Contact jpfonnation (619)381-7600 Product name "CEMEX Type t/ll" "CEMEX Type 111" "CEMEX Type IlfV" "CEMEX Type V" 'CEMEX Block' "CEMEX Class G" Chemical family Formul Calcium salts. 3CaO,5102 (CAS #12168-85-3) 2CaO.SiO2 (CAS #10034-77-2) 3CaO.A1202 (CAS #12042-18-3) 4CaO..A1203Fe2O3 (CAS #12068-35-8) CaSO2.2H20 (CAS #13397-24-5) Other salts: Small amounts of MgO, and trace amounts of K2SO and Na2SO4 may also be present. Section 2- COMPONENTS Hrdous Ingredients Portland cement clinker (CAS# 6599745- 1) - approximately - 93.5-96.0 % by weight ACGIH TLV-TWA (2000) 10 mg total dustlm3 OSHA PEL (S-hour TWA) 50 million partict&ft Gypsum (CASH 7778-1 8-9) - approximately - 4.0-6.5 % by weight ACGII-1 TLV-TWA (2000) = 10 mg total dust/m' OSHA PEL (8-hour TWA) = IS mg total dust/d OSHA PEL (8-hour TWA) 5 mg respirable dust/rn3 Respirable quartz (CASH 14808-60-7) - greater than 0.1% by weight ACGIH TLV-TWA (2006) = 0.025 mg sespirable quartz dust/n3 OSHA PEL (8-hour TWA) (10 mg respirable dust/m3 /(percent silica + 2) Trace 1nredients Trace amounts of naturally occurring chemicals might be detected during chemical analysis. Trace constituents may include up to 0.75% insoluble residue, some of which may be free crystalline silica, calcium oxide (Also known as lime or quick lime), magnesium oxide, potassium sulfate, sodium sulfate, chromium compounds, and nickel compounds. Section 3-HAZARD IDENTIFICATION Emergency Overview Portland cement is a light grey powder that poses little immediate hazard. A single short-term exposure to the dry powder is not likely to cause serious harm. However, exposure of sufficient duration to wet portland cement can cause serious, potentially irreversible tissue (skin or eye) destruction in the form of chemical (caustic) burns. The same type of tissue destruction can occur if wet or moist areas of the body are exposed for sufficient duration to dy portland cement, Potential Health Effects Relevant Routes of Exposure: Eye contact, skin'contact, inhalation, and ingestion. Effects Resulting from Eve Contg!. Exposure to airborne dust may cause immediate or delayed irritation or inflammation. Eye contact by large amounts ofdry powder or splashes of wet portland cement may cause effects ranging from moderate eye irritation to chemical bums or blindness. Such exposures require immediate first aid (see Section 4) and medical attention to prevent significant damage to the eye. Effects Resulting from Skin Contact Discomfort or pain cannot be relied upon to alert a person to hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly with wet cement. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Dry portland cement contacting wet skin or exposure to moist or wet portland cement may cause more severe skur effects including thickening, cracking or fissuring of the skin. Prolonged exposure can cause severe skin damage in the form of (alkali) chemical burns, Some individuals may exhibit an allergic response upon exposure to portland cement, possibly due to Once elements of chromium. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Other persons rnayfirst experience this effect after years of contact with portland cement products. Effects Resulting from Inhalation: Portland cement may contain trace amounts of free crystalline silica. Prolonged exposure to respirable free silica can aggravate other lung conditions and cause silicosis, a disabling and potentially fatal lung disease, Exposure to portland cement may cause irritation to the moist mucous membranes of the nose, throat, and upper respiratory system. It may also leave unpleasant deposits in the nose. Effects Resulting from Inaes1ioii: Althoughstnall quantities of dust are not known to be hannftil, ill effects are possible if larger quantities are consumed. Portland cement should not be eaten. Carcinogenic potential: Portland cement is not listed as a carcinogen by NTP, OSHA, or IARC. it may however, containtrace amounts of substances listed as carcinogens by these organizations. Crystalline silica, a potential trace level contaminate in Portland cement, is now classified by !ARC as known human careinogen (Group 1). NTP has characterized respirable silica as "reasonably anticipated to be [a] carcinogen". Medical conditions which may be aggravated be, inhalation or dermal exposure: Pre-existing upper respiratory and lung diseases. Unusual (hyper) sensitivity to hexavalent chromium (chromium) salts. Eyes Immediately flush eyes thoroughly with water. Continue flushing eye for at (east 15 minutes, including under lids, to remove all particles. Call physician immediately. Skin Wash skin with cool water and pH-neutral soap or a mild detergent. Seek medical treatment in all cases of prolonged exposure to wet cement, cement mixtures, liquids from fresh cement products, or prolonged wet skin exposure to dry cement. lnhalatjnof Airborne Dust Remove to fresh air. Seek medical help if coughing and other symptoms do not subside. Ingestion Do not induce vomiting, if conscious, have the victim drink plenty of water and call a physician immediately. Section 5- FIRE AND EXPLOSION DATA Flash point ..................................... None Lower Explosive Limit.. ..................... None Upper Explosive Limit......................None Auto ignition temperature.........Not Combustible Extinguishing media ........................ Not Combustible Special fire fighting Procedures.........None Hazardous combustion products.....None Unusual fire and explosion hazards. ..None Section 6- ACCIDENTAL RELEASE MEASURES Collect dry material using a scoop. Avoid actions that cause dust to become airborne. Avoid inhalation of dust and contact with skin. Wear appropriate personal protective equipment as described in Section 8. Scrape up wet material and place in an appropriate container. Allow the material to "dry" before disposal. Do not attempt to wash portland cement down drains. Dispose of waste material according to local, state and federal regulations. Section 1- HANDLING AND STORAGE Keep portland cement dry until used. Normal temperatures and pressures do not affect the mateial. Promptly remove dusty clothing or clothing which is wet with cement fluids and launder before reuse. Wash thoroughly after exposure to dust or wet cement mixtures or fluids. Section 8-EXPOSURE CONTROLS/PERSONAL PROTECTION Skin Protection Prevention is essential to avoiding potentially severe skin injury. Avoid contact with unhardened portland cement. If contact occurs, promptly wash affected area with soap and water. Where prolonged exposure to unhardened portland cement products might occur, wear impervious clothing and gloves to eliminate skin contact. Wear sturdy boots thatare impervious to water to eliminate foot and ankle exposure. Do not rely on barrier creams: barrier creams should not be used in place of gloves. Periodically wash areas contacted by dry portland cement or by wet cement or concrete fluids with a pH neutral soap. Wash again at the end ofwork. If irritation occurs, immediately wash the affected area and seek treatment. lf clothing becomes saturated with wet concrete, it should be removed and replaced with clean dry clothing. Respiratory ProtjQg Avoid actions that cause dust to become airborne. Use local or general exhaust ventilation to control exposures below applicable exposure limits. Use NIOSHIMSHA approved (under 30 CFR 11) or NIOSH approved (under 42 CFR 84) respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. (Advisory: Respirators and filters purchased after June 10, 1998 must be certified under 42 CFR 84.) YenAlatign Use local exhaust or general dilution ventilation to control exposure within applicable limits. Eye Protection Where potentially subject to splashes or puffs of cement, wear safety glasses with side shields or goggles. In extremely dusty environments and unpredictable environments wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with portland cement or fresh cement products. Section 9- PHYSICAL AND CHEMICAL, PROPERTIES Appearance.............Gray Powder Odor.............................No distinct odor Physical state...........Solid (powder) pH (in water).................12 to 13 Solubility in water ... Slightly soluble (0.1 to 1.00/0) Vapor pressure ............. Not applicable Vapor density.. ........ Not applicable Boiling point ...... ............. Not applicable (i.e.,> 1000 C) Melting point ........... Not applicable Specific gravity (H20 1.0).......3.15 Evaporation rate......Not applicable Section 10-STABILITY AND REACTIVITY Stability Stable. Conditions to avoid Unintentional contact with water. Incompatibility Wet Portland cement is alkaline. As such it is incompatible with acids, ammonium salts and phosphorois. Hazardous decomposition Will not spontaneously occur. Adding water produces (caustic) calcium hydroxide Hazardous Polymerization Will not occur, Section U - TOXICOLOGICAL INFORMATION For a description of available, more detailed toxicological information contact the supplier or manufacturer. Section 12- ECOLOGICAL INFORMATION Ecotoxicily No recognized unusual toxicity to plants or animals Relevant physical and chemical nroperties (See Sections 9 and 10.) Section 13- DISPOSAL - Dispose of waste material according to local, state and federal regulations. (Since portland cement is stable, uncontaminated material may be saved for future use. Dispose of bags in an approved landfill or incinerator. Section 14 - TRANSPORTATION DATA 1{azardous materials description/proner shippina naç Portland is cement is not hazardous under U.S. Department of Transportation (DOT) regulations. Hazard class Not applicable ldentitkaiionjimber Not applicable. qqtred label text Not applicable. Hazardous substancesLrep9rtable quantities (RO) Not applicable. Section 15- OTHER REGULATORY I1WORMATION StaW under USDOL-OSHAHazard Communication Rule 29 CFR 1910.1200 Portland cement is considered a "hazardous chemical" under this regulation, and should be part of any hazard communication program. Status under CERCLA/SIJPERFUND 40 CFR 117 and- 32 Not listed. Hazard Category under SARAj'Title 111). Sections 311 and 312 Portland cement qualifies as a "hazardous substance" with delayed health effects. Status wider SARA (Title flfl. Section 313 Not subject to reporting requirements under Section 313. Status under (as of May 1997) Some substances in portland cement are on the ISCA inventory list. Status under the Federal Hazardous Substances Act Portland cement is a "hazardous substance" subject to statutes promulgated under the subject act. Status under California Proposition 65 This product contains up to 0.05 percent of chemicals (trace elements) known to the State of California to cause cancer, birth defects or other reproductive harm. California law requires the manufacturer to give the above warning in the absence of definitive testing to prove that the defined risks do not exist. Section 16-OTHER INFORMATION Pregared by Michael Tilton Director' Health and Safety CEMEX, Inc. Houston, Texas Approval date or Revision data Approved: August 1997 Revised: April 2011 Other imnortant informati Portland cemenishould only be used by knowledgeable persons. A key to using the product safety requires the user to recognize that portland cement chemically reacts with water, and that some of the intermediate products of this reaction (that is those presentwhile a Portland cement product is "setting") pose a more severe hazard than does ày portland cement itself. 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. SELLER MAKES NO WARRANTY, EXPRESSED OR IMPLIED, CONCERNING THE PRODUCT OR THE MERCHANTABILITY OR FITNESS THEREOF FOR ANY PURPOSE OR CONCERNING THE A C C U R A C Y O F A N Y INFORMATION PROVIDED BY CEMEX, Inc. except that the product shall conform to contracted sp e c i f i c a t i o n s . T h e i n f o r m a t i o n provided herein was believed by CEMEX, Inc. to be accurate at the time of preparation or prepared f r o m s o u r c e s b e l i e v e d t o b e reliable, but it is the responsibility of the user to investigate and understandother pertinent sources of in f o r m a t i o n t o c o m p l y w i t h a l l laws and procedures applicable to the safe handling and use of product and to determine the suitability of the prod u c t f o r i t s i n t e n d e d use. Buyer's exclusive remedy shall be for damages and no claim of any kind, whether as to product delivered or for non-del i v e r y o f product, and whether based on contract, breach of warranty, negligence, or otherwise shall be greater in amou n t t h a n t h e p u r c h a s e price of the quantity of product in respect of which damages are claimed. In no event shall Seller be liab l e f o r i n c i d e n t a l o r consequential damages, whether Buyer's claim is based on contract, breath of warranty, negligence or otherwise. In particular, the data furnished in this sheet do not address hazards that may be posed by other materials m i x e d w i t h p o r t l a n d c e m e n t to produce portland cement products. Users should review other relevant material safety data sheets before w o r k i n g w i t h t h i s p o r t l a n d cement or working on portland cement products, for example, portland cement concrete. T ' SgRUDY M!t ASTM f*L Concrete {11fThiT: Plant Location: Canyon Rock Sampled By: Chris Hand Sample Location: Tunnel Belt Sample Date:1/21/2014 Material: 1X4 Tested By: -- Chris H Sieve Analysis ASTM C136/117 Testing Per ASTM & Caltrans Seive Size % Retained % Passing Specs. 11/2" _______ ill0 100 95-100 /4" 17 83 /2" 56 44 25-60 /8" 76 24 4 94 6 0-10 #8 99 1 0-5 #16 #30 #50 #100 #200 TestPerformed Results Specification lets Standard soundnessSothum Sulfate 0.42% 18%Max C88 %Flat&Elongated 0% D4791 CrushedFaces 100% D5821 PotentialReactivity SeeNotes Resistance to Abrasion % Wear,100Rev. C131/535 2.3% C 131 % Wear,500Rev. 11.3% 50% C131 %Wear, 200 Rev. N/A C535 % Wear,1000Rev. N/A C 535 Organic Impurities N/A C40 ClayLumps&Friable 0.00% 5 C142 LightweightPieces 0% 1 T113 SandEquivalent N/A Cr 217 FinenessModulus C136 CleanessValue 91 Specific Gravity C127/128 Bulk SpGr OvenDry 2.748 Bulk SpGr SSD 2.764 Apparent SpGr 2.793 % Absoption .0.6% Material Finer Than 200 0.23% 1.0% C117 Notes: Alkaline Reactivity- 45 mmoL Disoired Silica- 42 mntot/L This Aggregate is considered innocuous. All teSts With the exception of the Alkaline oeeotMty, Dhotedslllon, and the LA Abrasion were perfoomed In home Sieve Analysis ASTM C136/117 Seive Size % Retained % Passing Specs. 50 4" 30 2" 11/2" 1" 3/4'• 1/2 0 100 100 3/8 10 1 90 85-100 #4 75 1 26 10-30 #8 96 4 0-10 100 0 0-5 #30 #50 #100 #200 r -'••• . 5, READY MIX ASTM C 33 Concrete Aggregate Testing Plant Location: Canyon Rock Sample Date: 1/21/2014 Sampled By: Chris Hand Material: 3/8" Sample Location: Tunnel Belt Tested By: Chris H Testing Per ASTM & Caltrans Test Performed Results Specification Tets Standard Soundness Sodium Sulfate 0.73% 18% C88 % Flat & Elongated 0%' D4791 Crushed Faces 100% - 05821 Potential Reactivity See Notes Resistance to Abrasion % Wear100 Rev. C131/535 3.1% C 131 % Wèar500 Rev. 13.3% .50% C 131 %Wear,200Rev. N/A C535 % Wear, 1000 Rev. N/A C535 Organic Impurities N/A C 40 Clay Lumps & Friable 0.00% 5% C 142 Lightweight Pieces 0% 1.00% T113 Sand Equivalent N/A CT.217 Fineness Modulus C 136 Specific Gravity C127/128 Bulk SpGr Oven Dry 2.721% Bulk SpGr SSD 2.746% Apparent SpGr 2.791% % Absöption 0.90% Material Finer Than ZOO ' 0.309A 1.005A Notes: Alkaline Reactivity- 40 mmoi/L, Olsolved Silica- 39mmot/L This Aggregate Is considered innocuous. 'All tests with the exception of the Alkaline Reoctiolty, Disolved Silica, and the LA Abcaslon wow performed in house ONO Duo c!oHanson i1EtDELBERGCEMENTGroup March 15, 2013 Hanson Aggregates West Region San Diego P0 Box 639069 Sand Diego, CA 92163 Tel 858 577-2782 RR M D R D The Carroll Canyon ASTM C33, Washed Concrete Sand aggregate supplied by Hanson Aggregates possesses the typical physical characteristics summarized below. This aggregate is produced at the Carroll Canyon Plant San Diego California SMARA No 91- 37-0007 Gradation: Percent Passing Carroll Canyon ASTM C 33 (ASTM C33 Washed Con Sand) Spec. Size Sieve Size 9.50 mm.(3/8") 100 100 4.75 mm (#4) - 100 95-100 2.36 mm.(#8) 91 80-100 2.36 mm (#16) 66 . 50-85 11. 18 mm (#30) 43 25-60. 0.3 mm (#50) 19 5-30 0.15 mm(#100) 61 0-10 75 urn (#200) 2.8 0-5 Specific Gravity, Bulk S.S.D., (ASTM C 128) 2.66 Absorption, (ASTM C 128) 1.3% Sand Equivalent, (Cal Test 217) 84 Durability Index (Cal Test 229) 86 Sodium Soundness, (ASTM C 8.) 5.0% 10%Max Potential Reactivity (ASTM C 289) Innocuous Organic Impurities Satisfactory Deleterious Substances Clay Lumps & Friable Part. 1.1% 3.0% Max Coal & Lignite 0.03% 1.0 Max Should you have questions regarding this aggregate material, please do not hesitate to call your Sales Representative. HANSON AGGREGATES Eddie Chapman Quality Control Manager These data have been developed on the basis of information and tests of materials submitted to this laboratry 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. W R. MEADOV MasterFormat: 03 39 23 _7L I NO. 370 APRIL 2011 (Supersedes May 2008) 1100-CLEAR Resin-Based, Water-Based Concrete curing Compound DESCRIPTION The 1100-CLEAR series of water-based concrete curing compounds is formulated from hydrocarbon resins and may be used on interior, exterior, vertical, and horizontal concrete surfaces. Once applied, 1100-CLEAR forms a premium-grade membrane that retains an optimum amount of water in. freshly placed concrete for complete hydration of the cement. NOTE: After approximately four weeks, the membrane begins to chemically break down when exposed to 1V rays. The membrane will eventually dissipate from the surface. This process usually takes another 3 - 5 weeks under normal traffic, exposure to UV, and weathering conditions.. USES The 1100-CLEAR series has been used on both interior and exterior applications where paint, resilient tile, or resilient flooring may be applied later. Because of the wide variety of coatings, paints, adhesives, and toppings available, contact the manufacturer of the flooring system or subsequent coating or topping for application approval over resin-based curing compounds. A small test application is always recommended. FEATURES/BENEFITS When properly applied, 1100-CLEAR produces a premium-grade film, which optimizes water retention. Furnished as a ready-to-use, true water-based compound. PrOduces hard, dense concrete ... minimizes hair checking, thermal cracking, dusting, and other defects. Offers a compressive strength significantly greater than improperly cured or uncured concrete. Increases tensile strength for greater resistance to cracking and surface crazing. Improves resistance to abrasion and the corrosive actions of salts and chemicals. Minimizes excessive shrinkage. can be applied quickly and easily with conventional commercial spray equipment. Formulations also available with red fugitive dye added. VOC compliant . . .VOC content is <100 g/L. PACKAGING 5 Gallon (18.93 L) Pails 55 Gallon (208.20 L) Drums COVERAGE Approximately 200 sq. ft./gal. (4.91 m2/L). Coverage rate may vary depending on conditions (temperature, wind, etc.) at the jobsite, as well as the porosity and condition of the concrete. SHELF LIFE When stored indoors and in original, unopened containers at temperatures between 40 - 900 F (4 - 32° C), shelf life is a minimum two years from date of manufacture. SPECIFICATIONS - Complies with U.S. EPA, LADCO states, OTC states, SCAQMD, and all other current North American VOC regulations. Complies with Canada VOC Concentration Limits for Architectural Coatings Regulations. ASTM C 309, Type 1, Classes A & B (Type 1-D also available) AASHTO M 148, Type 1, Classes A & B (Type l-D also available) TECHNICAL DATA Flash Point: >210° F (99° C). CONTINUED ON REVERSE W. R. MEADOWS, INC. HAMPSHIRE, IL/CARTERSVILLE,GAIYORK, PA P.O. Box 338 - HAMPSHIRE, IL 60140-0338 I Phone: 847/214-2100 • Fax: 847/6834544 I FORT WORTH, TX /BENICIA, CA IPOMONA, CA 1-800-342-5976 I GOODYEAR, AZ / MILTON, ON 1ST. ALBERT, AB www.wrmeadows.com PAGE 2 ... 1100-CLEAR #370 ... APRIL 2011 APPLICATION Surface Preparation Application equipment must be clean and free, of all previously used materials. Mixing, ... For optimum performance, gentle mixing or agitation is recommended. CAUTION: TO AVOID FOAMING, DO NOT MIX EXCESSIVELY. DO NOT TI-UN. Application Method ... Apply in .4 uniform film to horizontal surfaces as soon as the surface water disappears and the surface will not be marred by walking workmen. On vertical surfaces, apply promptly after the forms are removed. 1100- CLEAR may be applied with a typical commercial hand or power sprayer. Use a Chapin 5797 or equivalent spray nozzle that produces a flow of 1/2 gal. (1.89 L) per minute under 40 psi (276 MPÜ) of pressure. Drying Time Typically dries in 1-2 hours, depending on jobsite conditions (temperature, wind, etc.) Restrict foot traffic for at least four hours. Twelve hours is preferable. Cleanup Prior to drying, cleanup can be accomplished with soap and water. Once dried, use mineral spirits or other suitable petroleum solvent. PRECAUTIONS KEEP FROM FREEZING. Do not apply if air and/or concrete temperature is less than 40° F (4° C). Improper or over-application may increase the amount of time, necessary for the film to dissipate from the surface. SURFACE MAY DISCOLOR AND/OR YELLOW DUE TO OVER-APPLICATION. DO NOT MIX OR DILUTE WITH ANY OTHER PRODUCTS OR LIQUIDS. Do. not apply paint, resilient flooring or any other subsequent coatings 'or toppings without first checking the specifications and securing approval from the manufacturer of the product being applied over 1100-CLEAR. A small test application is always recommended. If removal of 1100- CLEAR is necessary, use ULTRITEe DEGREASER from W. R. MEADOWS. HEALTH AND SAFETY Direct contact may result in mild irritation. Read and follow all application, precaution, label, and health and safety information prior to use. Refer to Material Safety Data Sheet for complete health and safety information. LEED INFORMATION May help contribute to LEED credits: IEQ Credit 4.2: Low-Emitting Materials: Paints & Coatings MR-Credit 2: Construction Waste Management MR Credit 5: Regional Materials CI Enstsoment&ty Responsible Products for Concete Performance For most current data sheet, further LEED information, and MSDS, visit www.wrmeadowscom. LIMITED WARRANTY W. R. MEADOWS, INC. warrants at the time and place we make shipment, our material will be of good quality and will conform with our published specifications in force on the date of acceptance of the order Read complete warranty. Copy furnished upon request. Disclaimer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate and reliable. W. R. MEADOWS, INC. cannot however under any circumstances make any guarantee of results, or assume any obligation or liability in connection with the use of this information. As W. R. MEADOWS, INC. has no control over the use to which others may put its product, it is recommended that.the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect Or engineer, contractor and Owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. ©,W. R. MEADOWS 2002 4/11-1M , WR.ME MasterFormat: 03 15 00 SEAITIGHT SP1TIFICATIANS ANfl SI7.1 TNFARMATIAN Conforms to or meets: Thickness Slab Widths Standard Lengths Weight per It' AASHTOM2I3 318",Ii2" 36",48" 10'(3.05m) >19 1b. ASTMD 1751 314",1" (.91,1.22 m) Aa.ei1ablc Corps of Engineers (93.12.7, 5',6, 12'(15, CRD-C 508 19.1,25.4mm) 1.83,3.66 m) FAA Specification Item P-610.2.7 HH-F-34 I F, Type I H NO. 320-F JANUARY 2014 (Supersedes February 2009) FIBRE EXPANSION JOINT Multi-Purpose, Expansion-Contraction Joint Filler FEATURES/BENEFITS Provides the ideal product for the majority 8f all expansion/contraction joint requirements. Non-extruding... versatile ... offers a minimum 70% recovery after compression. This tough, lightweight, easy-to-use, semi-rigid joint filler is available in strips and shapes fabricated to your requirements. Easy to cut ... dimensionally stable ... not sticky in summer or brittle in winter. Provides neat, finished joints requiring no trimming. Often copied ... but never equaled. Remains the standard of the industry today ... with over 80 years of proven and satisfactory performance. Can be punched for, dowel bars and laminated to thicknesses greater than 1" (25.4 mm). DESCRIPTION FIBRE EXPANSION JOINT is composed of cellular fibers securely bonded together and uniformly saturated with asphalt to assure longevity. Wherever a cost-effective joint filler is required, FIBRE EXPANSION JOINT meets the need. Manufactured and marketed by W. R. MEADOWS since, the early 1930s, FIBRE EXPANSION JOINT is backed by over 80 years of proven application experience. FIBRE EXPANSION JOINT is versatile, resilient, flexible and non-extruding. When compressed to half of its original thickness, it will recover to a minimum of 70% of its original thickness. FIBRE EXPANSION JOINT will not deform, twist, or break with normal on-the-job handling. Breakage, waste and functional failure resulting from the use of inferior, foreign fiber materials can cost you time and dollars and can result in a substandard finished job, generating costly callbacks and rework expenses. However, the purchase and installation of FIBRE EXPANSION JOINT (a small segment of the total project's cost) contributes to both the final cost efficiency and functional success, far greater in proportion than its original cost. Representative United States patents: USPNs 7,815,722; 8,057,638; 8,038,845.; and D558,305. (See also www.wrmeadows.com/patents for further patent/intellectual property information.) USES FIBRE EXPANSION JOINT is ideal for use on highways, streets, airport runways, sidewalks, driveways, flatwork, and scores of commercial and industrial applications subject to pedestrian and vehicular traffic. CONTINUED ON REVERSE SIDE... W. R. MEADOWS, INC. HAMPSHIRE, IL /CARTERSVILLE, GA /YORK, PA P.O. Box 338 • HAMPSHIRE, IL 60140-0338 I Phone: 847/214-2100• Fax: 847/6834544 I FORT WORTH, TX IBENlCIA, CA/POMONA, CA 1-800-342-5976 I GOODYEAR, AZ / MILTON, ON /ST. ALBERT, AB www.wrmeadows.com PAGE 2... FIBRE EXPANSION JOINT #320-F ... JANUARY 2014 TYPICAL APPLICATIONS USE BETWEEN AN L ABUTTINS STRUCTURES J_ USE SA (155 BETWEEN A GRA 55510 AND 1&PEO BUILDINGS L' W1l5 MIES WGARASES Iil ETC. IN CONCRETE FLOOR SLAUSANO AROUND SUP- t USE - PORTING PILLARS. DRAINS. E1C. 01 AL APPLICATION FIBRE EXPANSION JOINT is positioned against the forms, at interrupting objects or columns, and against abutting structures prior to the placement of concrete. FIBRE EXPANSION JOINT should be installed 1/2" (12.7 mm) below the concrete surface to accept the joint sealant. Before sealing, slide SNAP-CAP® from W. R. MEADOWS over the top of the expansion joint. Place the concrete and screed to finish grade, as usual. When concrete is cured, insert a screwdriver through the top of SNAP-CAP, pull free and discard. For maximum protection from water infiltration and weathering, and to assure proper function, seal the joint with DECK-O- SEAL®, POURTHANE® NS, or POURTHANE SL from W. R. MEADOWS. SOF-SEAL® or any hot-applied sealant, such as HI-SPEC®, can also be used to protect the joint; however, SNAP-CAP is not necessary in this type of application. Simply pour the product over FIBRE EXPANSION JOINT. LEED INFORMATION May help contribute to LEED credits: IEQ Credit 4.4: Low-Emitting Materials - Composite Wood and Agrifiber Products MR Credit 2: Construction Waste Management MR Credit 4: Recycled Content MR Credit 5: Regional Materials For most recent data sheet, further LEED information, and safety data sheet, visit www.wrmeadows.com. LIMITED WARRANTY W. R. MEADOWS, INC. warrants at the time and place we make shipment, our material will be of good quality and will conform with our published specifications in force on the date of acceptance of the order. Read complete warranty. Copy furnished upon request. Disclaimer The information contained herein is included for illustrative purposes only, and to the best of our knowledge, is accurate and reliable. W. R. MEADOWS, INC. cannot however under any circumstances make any guarantee of results or assume any obligation or liability in connection with the use of this information. As W R. MEADOWS, INC. has no control over the use to which others may put its product, it is recommended that the products be tested to determine if suitable for specific application and/or our information is valid in a particular circumstance. Responsibility remains with the architect or engineer, contractor and owner for the design, application and proper installation of each product. Specifier and user shall determine the suitability of products for specific application and assume all responsibilities in connection therewith. 0 W. R. MEADOWS 2002 01114-1M fr' ALL ARMORCAST PRODUCTS ARE PROUDLY MARE 01 THE 4RMORdS\ ARMORCAST PRODUCTS COMPANY i• 13230 Saticoy Street, North Hollywood, California 91605 Telephone: (818) 9823600, Fax (818) 982-7742 www.amiorcastprod.com UNITED STATES OF AMERICA July 21,2011 To Whom It-May Concern: Subject: Certification of Compliance for Armorcast ADA Detectable Warning Panels Under Submittal Document #:SSF-048.21ERR 11-091 This letter certifies that the Armorcast detectable warning tile and panel products are manufactured in the USA; and fully meet the. Americans with Disabilities Act (ADA) design and mandated criteria requirements for detectable warning. systems. Armorcast Warrants its detectable warning tile and panel products for five (5) years in accordance with ADA requirements. Please feel free to contact me at (818) 982-3600 if you have any questions or require additional information. Furthermore, Armorcast shall supply 3'x 4' Cast-In-Place (Wetset) Detectable Warning Panels "dark gray" color in accordance with Submittal Document #:SSF-048.2/ERR11-091 project requirements, Sincerely, ARMORCAST PRODUCTS COMPANY Wally Sun naa, P.E. Vice President - Engineering Telephone: (818) 982-3600 Facsimile: (818) 982-7742 Email: eng@armorcastprod.com CONSTRUCTION PRODUCTS 0 DESIGN 9 DEVELOPMENT • PRODUCTION <4ClTY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWS14-29UTIL Submittal Title: Manhole Ring and Cover Submittal No.: 6072P08 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. 0 REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Construction Manager Date Comments: CM&l 5950 El Camino Real Carlsbad, CA 92008 760-602-2780 Engineering 1635 Faraday Avenue Carlsbad, CA 92008 760-602-2765 I - SOUTHLAND PAVING, INC. 361 North Hale Avenue. Escondido, CA 92029-1716. Phone: 760-747-6895 • fax 760-741-1088 No.4st!91_ LETTER OF TRANSMITTAL TO: City of Carlsbad LADIES/GENTLEMEN: AO Change Order Subcontract [] SUBMITTAL fl Warranty/Guarantee fl Purchase Order 0 Addendum's Plans/Specifications Insurance Certificate Bid Proposal MSDS Bonds Copies Date Number Descriptions 1, Electronic 1219/2014 6072-113418 Man Hole Ring and Cover South Bay Foundry 12-9-14 1J08 NO.: 6072-P ArrepmoN: Jay Jordan 5950 El Camino Real RE: North West Quadrant Storm Drain - 2013 Carlsbad, CA 92008 ____ Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-08 THESE ARE TRANSMITTED as checked below: 0 For Review and Comment Signed and Initialed 0 Returned for corrections 0 FOR BIDS DUE For Approval 0 As requested For Signature For your use Approved as noted REMARKS: Attached please find the submittalfor the Man Hole Rings and Covers required for the referenced project If you have questions please call us. I hereby certify that the (equipment/material) shown and marked in this submittal is that proposed to be incorporated into this project, Is In compliance with the copOdt documents , can be installed is the allocated spaces and is submitted for approval. Signed Bob Kennedy, Vice Presi ant of Southland Paving, Inc. on 12/9/2014 ALIGNMENT MARKS -I OLE I Tr ur :L SECTION A-A South BiLj Foun&j WWW.SOUTH8AYFOLJNDRY.COM PHONE. (619) 956-2780 FAX. (619) 956-2788 22 MANHOLE FRAME AND COVER STORM DRAIN JZLi . -.2Z'._ii r.-_ v ,cwc_v •, -. - -. SBF 1535 23--' 24- -SEE LUG DETAIL 23" SET WEIGHT FRAME 30 LB LUG SLOT COVER 100 LB TYP OF 2 -. .. 30IAL_1 3.0LB.... GENERAL INFORMATION *MATERIAL. GREY CAST IRON ASTM A48 CLASS 30B *BEARING SURFACES MACHNED.FOR CLOSE, QU.IEJ FIL.. .NON-TRAFFIC--' APPROVED BY: --TITLE--;- AGENCY: DATE: <<+CITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWS14-29UT1L Submittal Title: Storm Drain Inlet D-12 Face Angle Submittal No.: 6072P09 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. O REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN 0 RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer By Construction Manager Comments: CM&I Engineering 5.950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 Date Date li—.T' SOUTHLAND PAVING, INC. 361 North Hate Avenue. Escondido CA 92029-1716. Phone 760.7414895 • Fax 760.741 1008 License No. 451191 LETTER OF TRANSMITTAL 12-9-14 1J08 NO.: 6072-P ATTENTION: Jay Jordan RE North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-09 TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 LADIES/GENTLEMEN: 1AM AO ?sIflTRId VCI [j] Warranty/Guarantee Q Insurance Certificate D Change Order fl Subcontract [1 Purchase Order D Addendum's 0 Bid Proposal [1 MSDS El SUBMITTAL 0 Plans/Specifications Bonds Copies Date Number Descriptions 1, Electronic 121912014 6072-P-09 Storm Drain Inlet D-12 Face Angle South Bay Foundry THESE ARE TRANSMITTED as checked below: [] For Review and Comment For Approval For your use fl Signed and Initialed As requested El Approved as rioted fl Returned for corrections IT For Signature Lii FOR BIDS DUE REMARKS: Attached please find the submittal for the Storm Drain Inlet D-12 Face Angle required for the referenced project If you have questions please call us. I hereby certify that the (equipmentlmateriaI) shown and marked in this submittal Is that proposed to be Incorporated Into this project, is in compliance with the ofl Ct documents , can be installed is the allocated spaces and is submitted for approval. Signed_________________________________ Bob Kennedy, VIce resIdent of Southland Paving, Inc. on 121912014 VARIOUS LENGTH- 62 i1/2 -j RD. BAR ANCHOR (.) 6- 3/8X.3X4. ANGLE Typ 3/8 3/8X3x4 ANGLE NOTES: MATERIAL: STEEL ASTM A-36 FINISH: HOT DIP GALVANIZED ASTM A123 D-12 FACE ANGLE %-R SOUTH BAY FOUNDRY STEEL DIVISION 9444 ABRAHAM SANTEE, CA92071,.USA. PHONE 619)956-2780 FAX(61.9)956-2788 APPROVAL DATE: IDRAWN BY: BE WT. LD.# APPROVED BY: SCALE:. 1"=l' -O" DATE: 9/19/08 SHEET: E4000G <(+IClTY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWSI4-29UT1L Submittal Title: Storm Drain Catch Basin Frame and Grate Submittal No.: 6072P10 Contractor: Southland Paving, Inc. * Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. 0 REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED J NO EXCEPTIONS TAKEN 0 RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date Construction Manager Date Comments: CM&l 5950 El Camino Real Carlsbad, CA 92008 760-602-2780 Engineering 1635 Faraday Avenue Carlsbad, CA 92008 - 760-602-2765 9 For your use 9 Approved as noted 9 For Review and Comment 9 Signed and Initialed 9 Returned for corrections 9 FORBIDS DUE 9 For Approval 9 As requested 9 For Signature --1 C - INC 361 North Hate Avenue • Escondido, CA 92029-1716 • Phone: 160-147-6895 • Fax: 160-741-1008 License No. 451191 LETTER OF TRANSMITTAL LADiESiGENTLEMEN: 12-9-14 .J08 NO.: 6072-P ATtENTION. Jay Jordan RE: North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-010 TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 SAIl: AOl: MrT1(2 V(l l• E Warranty/Guarantee U Insurance Certificate [] change Order [] Subcontract 9 Purchase Order 9 Addendum's 9 Bid Proposal 9 MSDS 9 SUBMITTAL LI Plans/Spedfications 9 Bonds Copies Date Number Descriptions 1, Electronic 12/9/2014 6072-P-010 Storm Drain Catch Basin Frame and Grate South Bay Foundry THESE ARE TRANSMITTED as checked below: REMARKS: Attached please find the submittal for the Storm Drain Catch Basin Frame and Grate required for the referenced project If you have questions please call us. I hereby certify that the (equipmentlmatenal) shown and marked in this submittal is that proposed to be incorporated into this project, is in compliance with the1ep7pact documents , can be installed is the allocated spaces and is submitted for approval. Signed________________________________ Bob Kennedy, Vice Pr sident of Southland Paving, Inc. on 12/9/2014 (TYP.) 3/16 CORNERS TYP. IM ONLY CORNER DETAIL J SEE CORNER DETAIL 1/4"X3"X4" ANGLE (TYP.) ---i- E2000 /Mt TYP 1 4 116" 3/16 -H2"1-'--- 1/2"RD.BAR AHCHOR (TYP. 4EA.) - -18--- 4S 1 2 3 7 40g 35g I. ip L-4 3/16" I.D. STAMP "E2000" MUST SHOW THRU GALVANIZING NOTES: MATERIAL: STEEL ASTM A-36 FINISH: HOT DIP GALVANIZED ASTM A123 24"X40" FRAME l imla ON SOUTH BAY FOUNDRY SDRSD D-13 STEEL DIVISION 9444 ABRAHAM SANTEE, CA 92071, USA RESED 10/11/D7 SHOW ID. DIMENSIONS PHONE(619)956-'2780 FAX(619)956-2788 REViSED: 4/23/03 ID. STAMP APPROVED BY: DRAWN BY: BE Iwi. 69 LB. GALV. tID# E2000 APPROVAL DATE: DATE: 1/28/03 ISHEET -. 40 OC TYP . ' L 18 - 0 C = TYP = 23 = L A 8x2Y2 F.B. BANDING TYP 7. 4'x33/2"F.B.TYP RD BAR TYP 31 2-12 17//0'8h1 SECTION A-A NOTES: *MATERIAL: STEEL ASTM A36 *FINISH: MILL OR HOT DIP GALVANIZED ASTM A123 SOUTH BAY FOUNDRY 24x40 GRATE . STEEL DIVISION I CALTRANS 24-13x (STANDARD PLAN D77B) 9444 ABRAHAM SANTEE, CA92071, USA. PHONE(619)956-2780 FAX(619)956-2788 APPROVAL DATE: DRAWN BY: TS 154 LB GAL V 146 LB BLACK I.D.# E2020 APPROVED BY: SCALE: DATE: 05/20/13 SHEET: I OF I )IS6F DRAWING FI1ESFron Bd CWIp4e¼Ct0 DRAWINGS ELIBRIANS DRAWING FDER\E2IIZO GRAWIg N1231U 1US1 RM <4CITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWSI4-29UTIL Submittal Title: Storm Drain Structure Concrete Submittal No.: 6072-P-11 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. 0 REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date By: 160 E42-a / Y7777 C nstruction Manager Date Comments: CM&I Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 SOUTHLAND PAVING, INC. - 361 North Hale Avenue. Escondido, CA 92029-1116 • Phone: 760-741-6895. Fax: 760.7471008 License LETTER OF TRANSMITTAL LADIES/GENTLEMEN: 12-9-14 IJ08NO 6072-P ATTENTION Jay Jordan RE: North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-011 TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 IAIM AD CMflThIf VtI I. Warranty/Guarantee El Insurance Certificate El Change Order [] Subcontract U Purchase Order Addendum's Bid Proposal MSDS - El SUBMITTAL Plans/Specifications J Bonds Copies Date Number Descriptions 1, Electronic 121912014 6072-P.011 Storm Drain Structure Concrete. Superior Ready Mix THESE ARE TRANSMITTED as checked below: J For Review and Comment Signed and Initialed fl Returned for corrections fl FOR BIDS DUE [J For Approval For your use As requested [] Approved as noted U For Signature REMARKS: Attached please find the submittal for the Storm Drain Structure Concrete required for the referenced project. If you have questions please call us. I hereby certify that the (equipment/material) shown and marked in this submittal Is that proposed to be Incorporated Into this project, is in compliance with the con Ct documents , can be installed is the allocated spaces and Is submitted for approval. Signed D Jj Bob Kennedy, Vice P1 sldent of Southland Paving, Inc. on 12/912014 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. I I Contractor: CON STRUC rp?oject: NORTHWEST- QUADRANT CARLSBAD Compressive Strength: 3250 psi at 28 days Aggregate size: 10 - 25 mm Air: 1.2±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: 148.01 pcf Design Date: 06/17/2014 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 1484 lb 2.700 8.81 ASTM C33 #8 ROCK 266 lb 2.700 1.58 ASTM C33 WASHED CONC SAND 1361 lb 2.650 8.23 Air 1.2%. 0.32 Total: 3996 27.00 Remarks: Reported by Superior Ready Mix L.P. Approval by: Date: 06/17/2014 Date: I I Mix Design Report Sieve Full gradation analysis - Percent passing Agg. 1 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 1" 98.00 100.00 100.00 100.0 99.4 99.1 314" 62.00 100.00 100.00 100.0 87.6 82M 1/2' 34.00 100.00 100.00 100.0 78.5 68.8 3/8" 24.00 95.00 100.00 100.0 74.9 63.6 44 2.00 20.00 98.00 100.0 62.7 46.0 #8 1.00 1.00 83.00 100.0 56.7 37.2 # 16 63.00 100.0 50.2 27.8 #30 39.00 100.0 42.9 17.2 # 50 18.00 100.0 36.5 8.0 # 100 6.09 100.0 33.0 3.0 #200 2.90 100.0 31.9 1.3 # 325 99.0 31.0 Liquid 66.0 20.5 Pan F.M. 7.11 5.84 2.93 %Agg 47.32 8.48 44.20 % Total 32.63 5.85 30.48 31.0 Agg. 1: ASTM C33 #57 ROCK Agg. 2: ASTM C33 #8 ROCK Agg. 3: ASTM C33 WASHED CONC SAND Cummulative Percent Passing Chart 100 90 80 .. - Combined Aggregates \ -$4 Total 70 40 IL 30 261 10. ul 50- CD LO N Particle Size Earth Systems '7 Southwest 79-911R Country Club ye Bermuda Dunes. CA 92203 (760) 345-1588 - (800)924-7015 FAX (760) 345-7315 Project: Superior Standard Mix Mix Design #: 5596 Address: San Diego Co.,Ca.. Date: 5/1/2013 General Contractor Lab Design #; ES 13-032 Conc.Sub-Contractor: Job Number 01517.01 Concrete Suppler: Superior Ready Mix Max. Size Agg. 1' Agg. Supplier: Superior Ready Mix Design Strength: 3250.ps.i Cement Supplier: Mitsubishi Slump: 4' Concrete Use: SSPWC 560-C-3250 H 20/Cement Ratio: 0.58 Proportions Abs. Abs. Batch Batch specific Vol Vol. Weight Weight Material Type Gravity Cu.Ft. Cu. stir. Lbs. l<gs Cement Type ON 3.15 2.85 0.105 660 332 Fly Ash type F 2.04 0.00. 0.000 0 0 Agg.#1 1 112" Agg 2.70 0.00 0.000 0 0 Agg.#2 1 Agg 2.70 8.80 0.326 1483 881 Agg.#3 318" Agg 2.70 1.58 0.059 266 458 Agy.#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 #1 1.00 0.000 0.000 0.0 ox 0.0 liters Admix #2 1.00 0.000 0.000 0.0 oz 0.0 liters Adrnlx#3 1.00 0.000 0.000 0.0 oz 0.0 liters Air Entrapped 1.5 % +1- 1.00/0 0.41 0.015 ______ Totals 270 1.00 3983 Ibs, 2364 kg AGG. % 1 37.5 MM 25 MM 19 MM 12.5 Mm 9:5. MM 4.75 mm Z.35 mm 1.115 MM -WO UM 30uUrn isoum Agg.#1 0 g.#2 47 100 98 62 34 24 2 1 Agg. 8P e 100 ioo 100 100 95 20 1 Aoo.#4 44 100 100 100 100 100 98 83. 63 39 18 6 2.9 Average Strength m 4440 fcr =fcvt.34s = 3886 ?cr. = fc+2.33s500 = 3857 This mix design presented Is based upon estimation of material properties and Smiled f e a s i b l l t y , testing under labdratixyconoltions. ftiarecommended that tutu tests-are made o and during production to verify thepefomlance of field produced Concrete. All concrete mores should be reviewed and accepted by the applicable project-structural engineer and/or cdii L. Respectfully submitted EARTH SYSTEMSSOUTHWEST Mark HOughton C.E.T. #018507 Distribution:. 2-Superior 1- BO (It1f-'40 r, 70054 - dby GE '2920 Kevin L Paul - CE # 70084 Superior Ready Mix Concrete, L.P. 1508 W Mission Rd Escondido, C7 92029 5596 - - 560-C-3250 (0 Cast date Slump Conc Temp 7 Day PSI 28 Day PSI 10/22/2012 3.00 79 3745 5180 11/07/2012 3.50 81. 0 4745 11/21/2012 4.00 70 2120 3925 11/27/2012 4.00 67 3595 5160 11/28/2012 2.50 69 3580 4390 12/12/2012 4.00 69 3250 4615 01/05/2013 4.25 50 3140 4930 01/08/2013 4.00 65 2615 4125 01/09/2013 4.00 61 0 4485 01/15/2013 3.50 60 3965 5830 01/29/2013 4.00 0 2710 4407 02/01/2013 3.50 73 0 3675 02/04/2013 5.00 69 3245 4640 02/14/2013 2.00 70 2250 3760 02/19/2013 5.50 66 0 4585 02/25/2013 4.00 72 3370 4583 02/26/2013 5.00 68 3090 4210 03/01/2013 5.00 75 1980 3130 03/05/2013 4.00 75 3240 4727 03/22/2013 4.50 73 3170 4447 04/01/2013 3.50 75 2770 4195 04/24/2013 4.50 75 2530 4195 05/13/2013 5.00 76 2880 4223 05/13/2013 3.50 72 3590 5725 05/15/2013 6.00 75 0 3625 05/31/2013 4.00 88 3090 4540 11/27/2013 4.00 69 2460 3965 12/30/2013 4.00 70 2320 3697 03/14/2014 5.75 67 2990 4420 04/11/2014 4.50 77 3270 4400 4.130 71.0 2998 4417 0.873 7.0 525 586 2.00 50 1980 3130 6.00 Be 3965 5830 Number of observations: 30 Average STD Low High J MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type I, 11,11 (MH) & V Date: 2/10/2014 ASTM designation: C 150- 12 for Type 1, 11,11 (MH) & V. low alkali Cement Production Period CALTRANS Specification: Section 90- 2.01 for Type H modified and V. From: 1/1/2014 NDOT Specification: Section-701 -3.01 for Type LI and V. To: 1/31/2014 AZDOTSpecifications Subsection 10064.01 for Type El and V. Chemical Composition Silicon Dioxide' (SiO2), % Aluminum Oxide (A1203), % Ferric Oxide (Fe2O3), % Calcium Oxide (CaO), % Magnesium Oxide (MgO), % Sulfur Trioxide (SOs), % Loss on Ignition (LOI), % Insoluble Residue Total Alkali (%Na20 + 0.658 A %K20) Tricalcium Silicate (C3S), fbi % Tricalcium Aluminate (C3A), Ibj % C4AF + 2*C3A fbi C3S + 4.75-C3A fbi CO" % Limestone, % CaCO3 Limestone. Purity, % PHYSICAL RESULTS: Blame Fineness. (m2 /kg) 325 Mesh (% Passing) Autoclave Expansion (%) Time of Set Initial Vicat (minutes) Air Entrainment (% Volume) Heat of Hydration ät,7 Days (kJ/kg) False Set, % Color (L value) Compressive Strength Test: I Day 3 Day 7 Day 28 Day December 2013 ASTM C-ISO Limits Test Type I Type 11 Type V Results 20.0 --.' Mm. 21.2 6.0 - Max. 3.8' - 6.0 - 'Max. 3.9 - -- 63.0 6.0 6.0 60 Max. 2;2 3.0 3.0 2.3 Max.. 2.2 3.0 3.0 3.0 Max. 2.3 0.75 0.75 0.75 Max. 0.35 0.60 0.60 0.60 Max. 0.40 - -- '52 8 5 Max. 3 - --. 25 Max. 18 -- 100 --- Max. 68 1.6 5.0 5.0 5.0 Max. 3.7 70 70 70 Mm. 94 260/-- 260 /430 260 / -- Mm I Max 382 - 98.2 0.80 0.80 0.80 Max. -0.01 45/375 45 I 375 451375 Mm. / Max. 141 12 12 12 Max. 5.6 faJ 321 50 50 50 Mm. ' 92 -- - - 55 Type, I Type H Type V MPA PSI MPA psi MPA psi MPA psi - -- -- --- -- -- 12.8 1850 12.0 1740 10.0 1450 8.0 1160 Mm. 24.0 3480 19.0 2760 17.0 2470 15.0 2180 Mm. 31.2 4520 -- - 21.0 3050 Mm. 43.2 6260 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. lal For information only. [b] Adjusted per ASTM CISO A1.6 MITSUBISHI CEMENT CORPORATION Cushenbury plant Tom Cepford Quality Control Manager MITSUBISHI CEMENT CORPORATION CERTIFICATE OF TEST Source: Cushenbury Plant Portland Cement - Type 1, 11,11 (MH) & V Date: 2/1012014 ASTM designation: C.150 - 09. for Type 1,11,11 (MH) & V low alkali Cement Production Period CALTRANS Specification: Section 90-2.01 for Type 11 modified and V. From: 1/1/2014 NDOT Specification: Section 701 —301 for Type H and V. To: 1/31/201[4 AZDQTSpecifications, Subsection 1006-2:01 for Type [land V. Additional Data. Limestone Addition % Addition: 3.7 SiO2 (%) 4:0 A1203 (%) 0.7 .Fe2O3 0.2 CaO(%) 51.1 S03(%) 0.0 Base Cement Phase Composition C3S 54 C2S 22 C3A 4 C4AF 12 We certify that the, above described datarepresents the material used in the cement manufactured during the production period indicated. MITSUBISHI CEMENT CORPORATION Cushenbury plant Torn Gepford Quality Control Manager Product Name: Portland Cement Revision Date: March 2007 Page 1 of 8 AL MITSUBISHI CEMENT CORPORATION MATERIAL SAFETY DATA SHEET SECTION I 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.SiO2Tricalcium silicate 2CaO • S102 Dicaicium silicate 3CaO • Al2O3 Tricatcium aluminate 4CaO"Al03• FeaOTetracalcium aturnlnofemte CaSO4• 21-120 Calcium sulfate dihydrate or Gypsum Product use: Building materials, construction, a basic ingredient of concrete. COMPANY IDENTIFICATION: MANUFACTURER: TELEPHONE NUMBER 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. 1-1EC110N2 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 ngerl Overexposure to wet Portland cement can cause serious, potentially Irreversible skin or eye damage In the form of chemical (caustic) burns, Including third degree bums. The, same serious Injury can occur If wet or moist skin has prolonged exposure to thy 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 bums (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. 2of8 At MITSUBISHI CEMENT CORPORATION to the skin, causing chemical burns. Portland cement causes skin bums with trtfle wanting; 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. qestlon: 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. CprclnpoenicIty 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 NTPI 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)(6X8)-(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. (SECTION , COMPOSiTIONS I INFORMATION ON INGREDIENTS Hazardous Substance(s): Nam ;ASA Percentiby weJqij 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. Hazardous Constituents Contained in Portland Cement: Name CAS! Percent lbv weIght) Gypsum; calcium sulfate 13397-24-5: 7778-18-9 1-4%, Crystalline silica (quart) 14808-60-7. 0-0.3% Limestone; calcium carbonate 1317-65-3; 471-34-1 0-20% Calcium oxide 1305-78-8 0-1.5% Magnesium oxide 1309-48-4 24% Product Name: Portland Cement Revision Date: March 2007 Page 3 of 8 Ak MiTSUBISHI CEMENT CORPORATION I SECTION 4 FIRST AID MEASURES 1 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 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 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 6 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 I 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. Urge spills to waterways may be hazardous due to alkalinity of the product. Product Name: Portland Cement Revision Date: March 2007 Page 4 of Ak MITSUBISHI CEMENT CORPORATION SECTION 7 HANDLING AND STORAGE I HANDLING 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. Prom pily remove clothing and shoes that are dusty or wet with cement fluids and launder/dean 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 wails 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 I PERSONAL PROTECTION EXPOSURE GUIDELINES C..aaai l.a Name OSHA PEL mg/ms ACGIH TLV mg/m3 MSHA mglm Portland Cement 10(E) Total dust 15 10 (ii contains 'cl%quarlz) Respirable 5 Silicates (< 1% crystalline silica)a Crystalline silicé (quartz) Total dust SO I (0/oSi02+2) 30 / (%quartz+3) Respirabl&' 10 /(%SiO2+2) 0.025 (R) 10 I(%quartz+2) Gypsum; calcium sulfate Total dust 15 10 (E) (I) 10 (it contains <1%quartz) Respirable 5 Limestone; calcium carbonate 15 10 (E) Total dust 5 10 (if contains <t%quartz) Respirable Calcium oxide 5 2 5 Magnesium oxide 10(l) Chromium VI compounds 0.005 Water soluble 0.5 0.5 Insoluble 0.1 1 Nickel compounds Soluble 1 0.1 (I) Insoluble 1 0.2Q) 1 Inorganic lead compounds, as Pb 0.05 0.05 0.15 AIso an antiquated UI-IA FL OT u mppcl; #kI8U an anuquatu Jr-ii rL QT £OV!7OOI'J Fc) UJppL.I, (E) = For particulate matter containing no asbestos and < 1% crystalline silica; (R) = Respirable fraction; (I) = Inhalable fraction. Product Name: Portland Cement Revision Date: March 2007 Page 5 of 8 4 MITSUBISHI CEMENT CORPORATION 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: Ordinarfly, a respirator should not be required when handling wet cement. Use NIOSH approved respirators, when an exposure 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 p1-I 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) (methodi: not combustible Flammable limits (approx. Volume % In air) - LEL: not applicable UEL: not applicable Auto-ignition temperature DC ('F): not applicable Boiling point/range 'C ('F): > 10000C (1832°F) Melting point:> 1000°C (1832°F) Decomposition temperature: not determined Vapor density @ 101 kPa (air 1): not applicable Vapor pressure @ 20°C1 kPa (mm Hg); not applicable Evaporation rate (n.botyl acetate =1): not applicable pH: 12-13 Log Pow (n-Octanollwater partition coefficient): not applicable Solubility In water: slightly soluble (0.1-1.0%) Product Name: Portland Cement Revision Date: March 2007 Page 6 of 8 at MITSUBISHI CEMENT CORPORATION SECTION 10 STABILITY AND REACTIVITY 1 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 adds, 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 adds, alum, ammonium salts, and magnesium. Silica reacts violently with powerful oxidizing agents such as fluorine, boron trifluoride, chlorine trlfiuoride, manganese trlfluorlde, and oxygen difluoride 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 [SEcTIoN ii TOXICOLOGICAL INFORMATION ACUTE TOXICITY Portland cement LDmI LCso= not available CARCINOGENICITY General Product Information The Occupational Safety and Health Administration (OSHA), the National Toxicology Program (NTP) and the International Agency for Research on Cancer (IARC) have not listed Portland cement as a carcinogen. Component Carclnogeniclty Crystalline silica (14808-60-7) NIP: 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 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. I 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. [cTIoN 13 DISPOSAL CONSIDERATIONS DISPOSAL RECOMMENDATIONS: Dispose of 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 meal 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. Product Name: Portland Cement Revision Date: March 2007 Page 7 of 8 Art MITSUBISHI CEMENT CORPORATION SECTION 14 TRANSPORT INFORMATION —71 LAND (DOT): Not regulated for land transport LAND (Transport Canada I TOG): Not regulated for land transport SEA (IMO I International Maritime Organization): Not regulated for sea transport according to IMO- regulations AIR (IATA I International Air Transport Association): Not regulated for air transport 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 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 III Information: SARA (3021304) EXTREMELY HAZARDOUS SUBSTANCES (40 CFR 366); This product contains no "Extremely Hazardous Substances'. SARA (311/312) 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 FUSA. CALIFORNIA PROPOSITION 66: 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. WHMJS: 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 MSDS requirements of the Workplace Hazardous Materials information System (WHMJS). Due to the presence of crystalline silica, Portland cement is also listed as Class 132A - 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 At MITSUBISHI CEMENT CORPORATION I SECTiON 16 OTHER INFORMATION REVISION DATE: March 2007 REVISION INDICATOR: This version of the MSDS contains revisions in Sections: All sections ABBREVIATIONS: ACGII-f = American Conference of Governmental Industrial Hygienists GAS = Chemical Abstract Service CERCLA = Comprehensive Environmental Response, Compensation and Liability Act OCR = 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 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 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, 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 10 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 exdusive remedy shall be for damages and no dam of any kind, whether as to product delivered or for non-delivery of product, and whether based on contract, breach of warranty, neggence, 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 Buyers claim is based on contract, breach of warranty, negligence or otherwise. Sieve Analysis ASTM C136/117 Seive Size % Retained Passing Specs. 4" 11/2" 0 100 100 1" 3 97 95-100 /4" 29 71 1/2' 66 34 25-60 3/8" 84 18 #4 96 4 0-10 #8 97 3 0-S 16 #30 50 #100 #200 - - AggregatetlfhT: MI _______ Plant Location: Twin Oaks Sample Date: 1/8/2014 Sampled By: Chris Hand Material: 1X4 Sample Location: Belt Tested By: Chris H Testing Per ASTM & Caltrans Test Performed Results Specification Tets Standard Soundness Sodium Sulfate 0.25% 18% Max C88 % Fiat & Elongated 0% 04791 Crushed Faces 100% 05821 Potential Reactivity See Notes Resistance to Abrasion % Wear,100 Rev. C131/535 4.6% C 131 %Wear,500Rev. 19.8% 50% C131 %Wear,200 Rev. N/A C535 % Wear, 1000 Rev. N/A C535 Organic impurities N/A C 40 Clay Lumps & Friable 0.00% 5 C 142 Ughtweight Pieces 00A 1 T113 Sand Equivalent N/A CT 217 Fineness Modulus N/A C 136 Cleaness Value 81 Specific Gravity C127/128 Bulk SpGr Oven Dry 2.787 Bulk SpGr SSD 2.801 Apparent SpGr 2.826 % Absoption 0.5% Material Finer Than 200 1.00% 1.0% C117 Notes: Alkaline Reactivity- 38 mmoi/L, Disoltied Silica- 23 mmol/L This Aggregate is considered Innocuous. All tests with the exception of theAiholine Reueivlty, Olnolved Silico. and the LA Ab,nsion we performed in house - ,._ - .1 •- ....._.. .- , - J. READY MIX Aggregate Concrete ASTM C 33 Plant Location: Canyon Rock Sampled By: Chris Hand Sample Location: Tunnel Belt Sample Date: 1/21/2014 Material: 3/8" Tested By: Chris H Sieve Analysis ASTM C136/117 Testing Per ASTM & Caltrans Salve Size % Retained % Passing Specs. 5" 4,, 3.' 2" 11/2" 1" '4', /2" 0 100 100 /8 10 90 85-100 4 75 26 10-30 8 96 4 0-10 16. 100 0 0-5 30 #50 #100 #200 Test Performed Results Specification Tets Standard Soundness Sodium Sulfate 0.73% 18% C88 % Flat & Elongated 01A - D4791 Crushed Faces 100% D5821 Potential Reactivity See Notes Resistance to Abrasion % Wear,100 Rev. C131/535 3.1% C 131 % Wear,500 Rev. 13.3% 50% C 131 % Wear,200 Rev. N/A C 535 % Wear,1000 Rev. N/A C 535 Organic Impurities N/A C40 Clay Lumps & Friable 0.00% 5% C 142 Lightweight Pieces 05A 1.001A T113 Sand Equivalent N/A Cr 217 Fineness Modulus C 136 Specific Gravity C127/128 Bulk SpGr Oven Dry 2.721% Bulk SpGr SSD 2.746% Apparent SpGr 2.791% % Absoption 0.90% Material Finer Than 200 0.30% 1 1.00% Notes: Alkaline Reactivity- 40 mmol/L. Disolved Silica- 39 mmol/L This Aggregate Is considered Innocuous. All testawitt. the uumptiun af the Alkaline Reactivity, Diaoh,ed Silk',., and the LA Abrasion wese p-e.fo,med .n house CWE2130013.01 July 11, 2013 Page No. 3 Washed Concrete Sand Test Results Pacific Aggregates-Lake Street Date Received - May 24, 2013 Gradation (ASTM CII nd CII?), percent passing Test Results ASTM C33 Standard 3/8"(9.5-mm) 100 100 #4 (4.75.mm) 100 95-100 #8 (2.36-mm) 88 80-100 #16 (1.18-mm) 60 50-85 - #30 (600-gm) 36 25-60 #50 (300-rim) 19 5-30 #100 (150-11m) 8 0-10 #200 (75-rim) 2 5 max. Fineness Modulus 2.89 2.3-3.1 Organic Inspun'tics (ASTM Cdt)) Organic Plate No. 0 3 max. Specific Gtavity& Absorption (A5TMC128) Bulk Specific Gravity (thy) 2.565 -- Bulk Specific Gravity (SSD) 2.601 -- Absorption, % 1.4 -- Soundness by Sodium Sulfate, % loss (AS7M C88) Total % Loss by Weight 3.8 10 max. Sand Equivalency (ASTMD24I9) Fine (4#4) 88 - Clay Lumps & Friable Particles, % (ASTMCI42) Total % by Weight 1.0 3 max. Lightweight Pieces, % Lighter than 2.0 using Zinc Chloñdc (AS TAI Cl2.3) 0.0 CITY OF CARLSBAD Public Works www.carlsbadca.gov Submittal Review Project Name: NW Quad - Valley Street-East Side, Highland Drive and Linda Lane Project No.: Contract No. 6608, Bid No. PWSI4-29UTIL Submittal Title: Paving Materials Submittal No.: 6072-P-12 Contractor: Southland Paving, Inc. Date Received: 12/9/2014 Date of Return: 12/18/14 CITY OF CARLSBAD SHOP DRAWING REVIEW THIS REVIEW BY THE ENGINEER IS FOR GENERAL CONFORMANCE WITH THE PROJECT DESIGN CONCEPT AND GENERAL COMPLIANCE WIT THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND SHALL NOT IN ANY WAY RELEASE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR COMPLETE AND ACCURATE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS NEITHER SHALL THIS REVIEW AND RESPONSE RELEASE AND CONTRACTOR FROM ANY LIABILITY PLACED UPON HIM BY ANY CONTRACTUAL PROVISIONS. ALL DEVIATIONS FROM THE PROJECT CONTRACT DOCUMENTS SHALL BE SPECIFICALLY CALLED TO THE ATTENTION OF THE ENGINEER. O REJECTED/RESUBMIT O AMEND AND RESUBMIT O MAKE CORRECTIONS NOTED NO EXCEPTIONS TAKEN O RETAINED ON FILE By: Scott Cartwright, RBF Consulting 12/18/14 Engineer Date By: . °( ç )z-, J c-- Construction Manager Date Comments: CM&I Engineering 5950 El Camino Real 1635 Faraday Avenue Carlsbad, CA 92008 Carlsbad, CA 92008 760-602-2780 760-602-2765 LADIESIGENTLEMEN: %Alp AOp cPhInThIr Vt!I I. [] Warranty/Guarantee Insurance Certificate Change Order fl Subcontract Purchase Order El Addendum's El Bid Proposal El MSDS [2] SUBMITTAL El Plans/Specifications El Bonds H El For your use El Approved as noted [2] For Review and Comment El Signed and Initialed El Returned for corrections El FORBIDS DUE [2] For Approval El As requested El For Signature 361 North Hale Avenue • Escondido, CA 92029-1716 • Phone: 760-7476895 • Fax: 760-741-1098 License No. 451191 LETTER OF TRANSMITTAL 12-9-14 IJ0BN0.: 6072-P .ATTENTION: Jay Jordan RE: North West Quadrant Storm Drain -- 2013 Valley St. - East Side, Highland Dr. & Linda Ln. Contract No. 6608 SUBMITTAL NUMBER: 6072-P-012 TO: City of Carlsbad 5950 El Camino Real Carlsbad, CA 92008 Copies Date Number Descriptions 1., Electronic 1219/2014 6072.P-012 Paving Materials Vulcan Materials THESE ARE TRANSMITTED as checked below: REMARKS: Attached please find the submittal for the Paving Materials required for the referenced project. If you have questions please call us. I hereby certify that the (equipment/material) shown and marked in this submittal is that proposed to be incorporated into this project, is in compliance with the Co Ct documents , can be Installed Is the allocated spaces and is submitted for approval. Signed 1 Bob Kennedy, Vice Prelident of Southland Paving, Inc. on 12/9/2014 Uulcan Materials Company Western Division December 5, 2014 Southland Paving PROJECT: Northwest Quad Storm Drain Gentlepersons:. This is to certify that we will furnish asphalt-paving material for the above - referenced project to comply with Standard Specification for Public Works Construction Section 203-6 . 5 . 4 . (Sec 400 Type Ill & Sec 203) per the 2013 supplement to Greenbook Asphalt Concrete. Our Submittal #38476 (Carroll Canyon) Mix: Type Ill B &.C2 The Asphalt Cement will conform to P66440 for Performance Grade. Typically our HVEEM for AsphaitConcrete out of our Carroll Canyon B3 ,146 +/2 Otay 03 150 +f-2 Carroll Canyon C2 143,+/-2 Otay CZ 149 +/-2 Carroll Canyon E 141 +1-2 Otay E 148 +/-2 The following table summarizes additional information supporting our mix design. LOS ANGELES REGIONAL LABORATORY 16009 FUOTIIIIILLBOULEVARD.IRWtNDALE, CALIFORNIA 91106.TELEPI{ONE 626 856 6190-FAX 626969 2918 Aggregate Properties Test California Test Carroll Canyon % Crushed Particle CT 205 Coarse = 98% r Fine = 95% - LA Rattler, Loss @ 500 Rev. CT 211 3/4fl (Method B): 15.7% 1/2 (Method B): 17.2% 3/8" (Method C): 20.2% Cleanness Value CT 227 86 (3/4") 7 81 (1/2") I 79 (3/8") Sand Equivalent CT 217 65 Kc & Kf Factors CT 303 1.1 Asphalt Concrete Properties Mix Design California Test 3/4" Mix 1/2" Mix 3/8" Mix S-value (Hveem) CT 366 40 39 35 Air Voids 4.3% 4.3% 4.2% Swell (mm) CT 305 0.001 1 0.001 1 0.001 Moisture Vapor Susceptibility CT 307 34 33 31 Aggregate Properties Test California Test Otay % Crushed Particle CT 205 Coarse 98% I Fine = 95% LA Rattler, Loss @ 500 Rev. CT 211 3/4" (Method B): 15.7% 1/2" (Method B): 17.2% 3/8" (Method Q. 20.2% Cleanness Value CT 227 86 (3/4") 81 (1/2") 79 (3/8") Sand Equivalent CT 217 62 Kc & Kf Factors CT 303 1.1 Asphalt Concrete Properties Mix Design California Test 3/4" Mix 1/2" Mix 3/8" Mix S-value CT 366 41 37 35 Air Voids . 4.4% 4.4% 4.3% Swell (mm). CT 305 0.001 0.001 0.001 Moisture Vapor Susceptibility 34 32 31 Sin QC Technical Services RP/SB 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 specifications. LOS ANGELES REGIONAL LABORATORY 16009 FOOTHHILL BOULEVARD4RWINDALF, CALIFORNIA 91706'TELEPHONE 626 956 6190-FAX 626 969 2918 Vuirun MOMS Comf I . Attn: Bob Kennedy Fax #:(760) 741-1008 Project LIne1NorThwest Quad Storm brain Project Line2:1 Type of M'X;'Ir S 203 CLASS CZ R20 Asphalt Grad... PG 64 - 10 AGG Type: A SPA . ............MM..,. 91-37-0029 L.ocotion:j Carroll Canyon Mix be: 38476-3 Customer: Southland Pav1n Mix besugn bated 12/5/2014 frercentl Mass BIN#1 27.8 556 6IN#2 27.8 556 BIN#3 20.1 403 BIN#4 0.0 0 BIN#5 0.0 0 RECYCLE 19.2 383 FILLER To 19 Asphalt 4.1 83 TOTAL 100.0 2.000 FILLER RECYCLE N#5 BIN#4 BIN#3 BIN#2 BIN#1 Combmed Sieve Size 18.91.85 3791.85 OLBSJ 01.85 398LB5 L 491-85 Range Pass Use Pass Use I Pass Use LPas J Use Pass I.Use Pass Use Pass T Use [rotafl Mn Max' Eng (SI) 100.0 1.0 100.0 20.0 100.0 0.0 100.0 0.0 100.0 21.0 100.0 29.0 100.0 29.0 I 100.0 1100 ..100 .I2-1/2' .. 100.0 1.0 1000 20.0 1000 0.0 100.0 00 1000 21.0 1000 29.0 100.0 29.0 i 100 100 ' 1/ 1-2 (378)J 100.0 1.0 1000 20.0 100.0 0.0 100.0 00 100.0 21.0 100.0 29.0 100.0 29.0 1 -100-710100 100 1 (25 0) 1000 10 1000200 1000 00 850 00 1000 210 1000290 1000 290 1 10001 100 loojf3/4 (190) 1000 10 1000200 1000 00 70 00 830 174 1000 290 1000 290 I 9641 95 100 1/2 (125) 1000 10 970 194 1000 00 10 00 210 44 960278 1000 290 I 81J 72 LJO 1000 10 7101421000 00 10 00 10 02 320 931000290 I 5371 46160l#4 (475) 1000 10 530 106 1000 00 10 00 10 02 20 06 870 252 1 28 42 #8 (236) 1000 10 420 84 00 00 00 00 10 02 10 03 570165 1 2641 016 (118) 990 10 330 66 00 00 00 00 00 00 00 00 430125 r 2011 15 27 '30 )60) 980 10 200 40 00 00 00 00 00 00 00 00 270 78 I iJ 10 20 50 (030) 950 10 130 26 00 00 00 00 00 00 00 00 160 46 1 82f fioo (0 15) 90.0 0.9 8.5 1.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 802.3 I 4 2 .7F#200 (0.075) RAP AC% 5.8% i Mix Design Notes: % Asphalt -Outside- [ 5.61 + 100% AGG KM of Combined Aggregote---4.10 % Asphalt -.tnside- 53J % Plus SURFACE AREA: 26.1 I " Aggregate )7 . Weight Per TON 1061 LBS /_. . . Botch WT: [_2000J LBS Laboratory Manager tson] Carroll Canyon besign#:I 38476-4 !. . 5outhlwtd Paving Vullunr Mix Design bate 1215/2014 Materia's Company i Aftnd Bob Kennedy Fax •#..(760) 747-1008 Project Line1: Northwest Quad Storm brain Project Line2:1 Type of Mix. I S 203 CL.ASSB P20 Asp halt ,Grade: IIRS _64 -10 AGG Type. A . SM.ARA:J 91-37-0029 FILLER RECYCLE BIN#5 BIN#4 BIN#3 BIN#2 BIN#1 ........."" sieve Size 19 LBS 360 LBS 0 LBS 380 LBS 285 LBS 418 1.85] 418 lD ..... . I ,!ass n Range Pass Use Pass lisa I Pass Lisa Pass' Use Pass j Lisa Pass Use Pass Use TetaLl Miii 1Max Eng (SI) 100.0 1.0 100.0 20.0 100.0 0.0 100.0 20.0 100.0 15.0 100.0 22.0 100.0 22.0 100.01 .100 .100I 2-1/2' (50.0)i 100.0 1.0 100.0 20.0 100.0 0.0 100.o 20.0 100.0 15.0 100.0 22.0 100.0 22.0 I_100_oj 100 100l1-1/2 (37 8) 1000 1010002001000 00 1000200 1000 150 1000220 1000 220 I_1001 iOO'IOO'i1 (250) 1000 10 1000200 1000 00 850170 1000 150 1000 220 1000 220 [97oI 187 100 3/4" (190) 100.0 1.0 100.0 20.0 100.0 0.0 7.0 1.4 83.0 12.5 100.0 22.0 100.0 22.0 I _78_81 1 70 87 1/2" (12.5); 1000 10 970194 1000 00 10 02 210 32 960211 1000220 I_6691 '55 76 il 3/8 (95)1 1000 10 7101421000 00 10 02 10 02 320 701000220 I_4461 35 52 '#4 (475)1 1000 10 530106 1000 00 10 02 10 02 20 04 870191 I_311 '22'40 #8 (236)1 1000 10 420 84 00 00 00 00 10 02 10 02 570125 I_223! 1#16 (118) 990 10 330 66 00 00 00 00 00 00 00 00 430 95 124 Q (060)1 980 10 200 40 00 00 00 00 00 00 00 00 270 59 I_1091 5 118 (030)' 950 10 130 26 00 00 00 00 00 00 00 00 160 35 I_71 1 - Eioo(015)' 900 09 85 17 00 00 00 00 00 00 00 00 80 18 - I_441 0 7 #200 (0075) F SELTEC 1 Percent I_Mass BIN#1 21.1 423 11I144#2 21.1 423 81P4#3 14.4 288 BINAN 19.2 385 BIN# 0.0 0 RECYCLE 19.2 385 FILLER 10 19 Asphalt 3.8 77 TOTAL 100.0 2,000 RAP AC% 5.8% KM of Combined Aggregate- ---1.10 A7;IIA 22.9 Laboratory Manager Mix Design Notev % Asphalt -Outside-[ % + 100% AGG %i4sphait -Inside-I_51%Plus F_951% Aggregate Weight Per TON [ 100 LBS Batch WT; 1_20001 LBS I VULCAN MATERIALS COMPANY - West Region 1 Contractor: Southland Paving December 5, 2014 Project: Northwest Quad Storm Drain Plant: Vulcan Materials/ Carroll Canyon Material:' 3/4" Class ii Aggregate Base This is to certify that Vulcan Materials Company, West Region, Carroll Canyon, will supply 3/4" Class II Aggregate Base to the above listed project and that this product will conform to Section 26-1.0213 of the 2010 State of California Standard Specifications. Percent Section 26-1.028 Section 26-1.02B Sieve Size Passing I Operating Range Contract Compliance 25 mm (1") 100 100 100 19 mm (3/40) 95 90-100 87-100 12.5 mm (1/2°) 67 9.5 mm (318°) 58 4.75 mm (No. 4) 44 35-60 30-65 2.36 mm (No. 8) 32 1.18 mm (No. 16) 20 600 urn (No. 30) 14 10-30 5-35 300 urn (No. 50) 9 150 urn (No. 100) 6 15 urn (No. 200) 4.4 2-9 0-12 Submitted by: Wes Jacobs Technical Services WJ/SB Operating contract Result Rares compliance Sand Equivalent 57 25 mm. 22 mm. Durability Index 50 35 mm R- Value 80 78 mm 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 ** 10051 Black mountain Road • San Diego, California 92126 s FAX(858)547-9056