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HomeMy WebLinkAbout3391-3; MAGNOLIA AV, VALLEY ST & PARK DR SIDEWALKS; SUBMITTALS;Waaed, General Engineering Contractor 457 Corporate Drive Escondido, CA 92029 (619) 747-6500 TRANSMITTAL To: Al Ludwig City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-1576 From: Castello, Inc. 457 Corporate Drive Escondido, CA 92029 Project: Magnolia Ave., Valley Street Sidewalk Program, #3391-3 Specification Section: Concrete Mix Design Contractor's Submittal: #2 X Initial Submittal 2nd Submittal Submittal Date of Submittal: 8/06/96 Date Sent: 8/06/96 Number of Copies: 3 Submitted by: Castello, Inc. Signature: * ** ***** * * ** ** *** *** *** **** *** ********* **** * *** * ** Action: No Exception Taken - Rejected/Resubmit - Date Sent - Description/Comments Make Correction Noted Revise & Resubmit Number of Items Returned Reviewed by: Signature: Copies: File Inspector License #563961 f 1,I ; !- SUPERIOR\EADY' MIX CONCRETE, L.P. 15O8 MISSION ROAD ESCONDfDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 5553 [ ] 2500 PSI 07/30/96 CONTRACTOR : CASTELLO INC. PROJECT : MAGNOLIA AVE. & VALLEY ST. CARLSBAD. SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE : VARIOUS PUBLIC WORKS PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT, LB SUPERIOR BL. CONC. SAND, LB SUPERIOR 1" ROCK, LB SUPERIOR 3/8" ROCK, LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, Cu FT 520 2.65 1374 8.37 1522 9.31 151 0.92 325 ( 38.9) 5.21 2.0 +1- 1.0 0.54 TOTAL 27.00 0.63 4.00 144.2 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS. 520-C-2500 Crry OF CARLSBAD SHOP DRAWING REVIEW PREPARED BY : SUPERIOR READY MIX CONCRETE, L.P. The approval by the Engineer of any shop or woddtig *swfog (or of any drawing of the ContractOl'S plant or equipment) shall not In any way be deemed to release the Contractor front full msponsibili for complete and accurate performance of the Work In accordance with the Contract Drawings and Specifications: neither shall such approval release the Contractor from any liability placed upon him by any profston In Ihe Penn of DRAWl REJECTE SUBMIT o ---------.. DRAWING APPROVED AS NOIED o------ -- ' DRAWING APPROVEP II ' Ii O OtVMICVbbI5OAEO O "" CSVAJMCVbOAEDVIOJ.ED o ...... .. ••• I)wm?Ae immmmunalla v. bL*jqzlou pt po Lpw o Cougaer ubSLAj L012M iO COOL 41OW VUA JI!I!t bicq flbcu VIW p fiG CII1 L)LVA%lUaD OUR 2bcc!c0t!0ue: uoupo. eowt9otG IJq flI13 bequuuco C& urn MLI( Ito O=Lq7uW MUJ M5i P9 qeowcq fO inpizo ii ww V1,1 LC' bOUC!Pt.IA t0i i ri bu DL Odfl1bWUi) uci p)I o CQuatt CL vuh cpøb at M01113U3 qtwuQ (CL D 2HQb D1VM11 HEIVEM Cf1AOECVIW2L3/D MIX #5553 MIX ANALYSIS MIX VOLUME, CU FT COARSENESS (Q / (Q + I)) WORKABILITY W - ADJUST PERCENT MORTAR TOTAL FINENESS MODULUS 45 ' ---------I ---------I _________ II I I I I I I I I I I I I I I I I I I 40! ---------! ---------! --------- V 27 .00 61 .7 37.9 36.7 57 .2 5.17 I I I I I---------I W 0 R K A B I L I T Y I I X1 I I I I I 35 , ---------I ---------I ---------I_ II I I ..................I I I I I I I p I I I ...........I I I I I I I I I I I I 30 I ---------I_ ...........____I ---------I --------- 25 I I ..............I I I I I I I I I I I I ...........I I I I I I I I I I I I I I I I----------------------------- I I I I I I x - TOTAL MIX 1 0 - AGGREGATES I I I - BOTH 2 ---------- I ---------I ---------' --------- I --------- I I I I 100 80 60 40 20 C COARSENESS [Q/(Q+I)] MATERIALS CHARACTERISTICS STONE 1 STONE 2 SAND DENSITY, SP G 2.62 2.62 2.63 % PASSING 3/8 " SIEVE 24.0 95.0 100.0 % PASSING # 8 SIEVE 1.0 1.0 83.0 FINENESS MODULUS 7.11 5.84 2.93 PERCENT OF AGGREGATE 50.0 4.9 45.0 NO SEVERE EXPOSURE MIX #5553 FULL GRADATION ANALYSIS SIEVE STONE 1 STONE 2 SAND PASTE TOTAL AGGR 1-1/2 " 100.0 100.0 100.0 1 " 98.0 99.3 99.0 3/4 " 62.0 86.9 81.0 1/2 " 34.0 100.0 77.2 67.0 3/8 " 24.0 95.0 100.0 73.6 61.7 # 4 2.0 20.0 98.0 62.9 46.1 # 8 1.0 1.0 83.0 57.2 37.9 # 16 - - 63.0 50.6 28.4 # 30 - - 39.0 43.2 17.6 # 50 - - 18.0 36.7 8.1 * 100 - - 6.0 32.9 2.7 * 200 - - 2.9 100.0 32.0 1.3 * 325 - - - 95.3 29.6 - Liquid - - - 68.5 21.3 - GRADATION CHART 100 *___*_:___:_:___: --:---: I I I I I I I I I I I I I I I I I I I I I I I I I I I ------ 90 I___I_I__,..I_I___I -----I -----I -----I___I ------ 80 V p i i p i p I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I_I_ ..._..I_I..,I -----I -----I -----I__I ------I ----- !---I I p p p p I I I I I I I I I I I I I I I I I I I I I I I x x I I I I I I I P I 7II I I I I I I I I I I I I I I I I I I $ I I I I I I I I I I I I I I I I I 6'.' PI I I ------ u I u 'I p I I p p p p p P I I $ I I I I I P I I p p I I P I I P P I I I P ------ 50 l_IP__.11._I -----I -----------P___I ------ 40 I I I P I p p I I I I P P I P I I I p i I I I I I I I I I I I p p I I I 4 (1 I__PI___..II...$ -----------I -----$__I ------ x x V I I I P I P I P I I I P I I I $ I $ I I I I I I P P p p p I p p p p p 30 I.II.II_I -----I -----------I__P ------P ----- - --- ----$ V p p I I p I p p p $ $ p p p p p p p I p p I I P I I I I I I P P I I P P 20 ----- P -----I ---------I ------I V I I I I P I I I P I I I I I I I I P P I •I I P I I P 10 ----- I -----P -----$ ----------p I P $ P I P P P p i P p I P I I I P I I I I $ I I I I I I I I I I I P I A $._...$.I_$_I._...$ -----P -----I -----I_$ ------I V p I I I I $ I I I I P 1 13 13 U * # * # 1 2 3 L SIEVE . / // 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P E R C E N T P A S S I N G SUPERIOR READY MIX CONCRETE, L.P. 1508MISSION ROAD ESCONDIDO, CA 92029 619-745-0556 CONCRETE MIX DESIGN 5596 ( ] 3250 PSI 07/30/96 CONTRACTOR: CASTELLO INC. PROJECT : MAGNOLIA AVE. & VALLEY ST. CARLSBAD. SOURCE OF CONCRETE : SUPERIOR READY MIX CONCRETE, L.P. CONSTRUCTION TYPE VARIOUS PUBLIC WORKS CONSTRUCTION PLACEMENT : TRUCK PLACE WEIGHTS PER CUBIC YARD MITSUBISHI TYPE II CEMENT, LB SUPERIOR BL. CONC. SAND, LB SUPERIOR 1" ROCK, LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF 4 (SATURATED, SURFACE-DRY) YIELD, Cu FT 560 2.85 1379 8.40 1679 10.27 325 ( 38.9) 5.21 1.0 +1- 1.0 0.27 TOTAL 27.00 0.58 4.00 146.0 COMBINED AGGREGATE GRADING CONFORMS TO GRADING "C" STANDARD SPECIFICATIONS FOR PUBLIC WORKS. _________________________ 560-C-3250 CITY OFChLLSBAD SHOP D/ .VING REVIEW PREPARED BY' SUPERIOR READY MIX CONCRETE, L.P. The approval by the Eir of cfl'/ shop or working drawisg (oral any drawing of the Con c:rz ç:nt or cquiprneflt) shall not In any way be deemed to ro!aso th-0 C Zritractor from full responsibility for complete and accurate performcrC3 of the Work In accordance with the Contract Drawings and Specifications: neither shall such approval release the Contractor from any liability placed upon him by any provision In the Fans of Contact Dammam ... .._. DRAWING REJECTEDIRESUBMIT DRAWING APPROVED ASNOTED __DRAWING APPROVEP - dii Oii/ MIX #5596 MIX ANALYSIS MIX VOLUME, CU FT COARSENESS (Q /-(Q + I)) WORKABILITY W - ADJUST PERCENT MORTAR TOTAL FINENESS MODULUS 27.00 67.3 37 .9 37 .8 57 .1 5.23 45 I------------------- 40 1 I ---------I ---------i --------- ---------- ---------- I I I I T7 I I I I I I I I I I I I I I * I I I I I I I l R I I I I I I I Ti 35 1 ---------I ---------I ---------I_ I I I ...............I I ..................I A l I I I I I I I B , I I I I ..............I ...........I I I II I I I L 3" --------- I_ ..............._l I ---------I ---------I I I I I I I I I I I ...........I I I I I I I I Y I I I I I I I I 25 1 ------ --------- ---------I I I ----------- --------- x - TOTAL MIX o - AGGREGATES I *_BOTH 20 ---------- I ---------I ---------I I I I ---------I ---------I I I I 100 80 60 40 20 0 C 0 A R S E N E S S [ Q / (Q + I) ] MATERIALS CHARACTERISTICS STONE SAND DENSITY, SP G 2.62 2.63 % PASSING 3/8 " SIEVE 24.0 100.0 % PASSING # 8 SIEVE 1.0 83.0 FINENESS MODULUS 7.11 2.93 PERCENT OF AGGREGATE 55.0 45.0 NO SEVERE EXPOSURE MIX #5596 FULL GRADATION ANALYSIS SIEVE STONE SAND PASTE TOTAL AGGR 1-1/2 " 100.0 100.0 100.0 1 " 98.04 99.2 98.9 3/4 " 62.0 85.5 79.1 1/2 t 34.0 74.9 63.7 3/8 " 24.0 100.0 71.1 58.2 # 4 2.0 98.0 62.1 45.2 # 8 1.0 83.0 57.1 37.9 # 16 - 63.0 50.4 28.4 * 30 - 39.0 43.0 17.6 * 50 - 18.0 36.4 8.1 * 100 - 6.0 32.7 2.7 * 200 - 2.9 100.0 31.7 1.3 * 325 - - 94.9 29.3 - Liquid - - 65.8 20.3 - GRADATION CHART 100 *___*_:___:_:___: - - : - - -: a a a i a a a a a i a a a i I I I I I I I a I I I I I I 90 I___I_I___I_I_..__I -----I -----------I___I ------I ----- .1 I I I I I a a a a I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I 80 I........I.. ..__II --- I -----I -----I -----I.......I ------I -----I......I_..._I I I " I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 7A ---I._. ___I -----I -----I -----II ------I ----- , I I I I I I I I I I I I I I I I I I I I I • I I I I I I I I I I I I I I I I I 6t I_..._II..._I -----------I -----I -----I__I ------ 50 t I I 0 X i a i a a i I a I I a I I I I I I a a I I a i I I I I I 5A I.........I_I...._I...I__...I -----I -----------II ------ , I I I I I a i I I I I I I I I I I I I I I I I I I I I I I I a a I I I I a Afl I.._...I_I_..._I...I_......I -----------I -----I___I ------ x x a I I 30 a......_u..I.........I_I..___a -----I -----------I_I ------I ------------- i a a a a i a a a a I a a a a I I a a a a a i I a i a a a i a i a i i a a a 20 a___i_a..._..ai_..._a -----a -----a ---------a ------a '.' a a a I a i a a a a I I i i a a a i a a a a a a a a a I I a p a a a i a a i i a 1 ----- a -----a -----a ----------I ----- a a I I a a a a a i a a a a a i I I a a a a a a a a a a a a i a i I I p a a a A a........I_I_._....I..I_.....I -----I -----a -----ai ------i a a i I I a a i a i a 1 13 13 * # # # * 1 2 3 L SIEVE . / 1/ 4 8 1 3 5 0 0 2 i 5 4 28 6 0 0 0 0 5 q x - ALL COMPONENTS 0 - AGGREGATES * - BOTH P E R C E N T P A S S I N G Waited, £,a General Engineering Contractor 457 Corporate Drive Escondido, CA 92029 (619)747-6500 TRANSMITTAL To: Al Ludwig City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-1576 From: Castello, Inc. 457 Corporate Drive Escondido, CA 92029 Project: Magnolia Ave., Valley Street Sidewalk Program, #3391-3 Specification Section: Construction Progress Schedule Contractor's Submittal: #1 X Initial Submittal 2nd Submittal Submittal Date of Submittal: 8/06/96 Date Sent: 8/06/96 Number of Copies: 3 Submitted by: Castello, Inc. Signature: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Action: No Exception Taken Rejected/Resubmit Date Sent Description/Comments Reviewed by: Copies: File Inspector Make Correction Noted Revise & Resubmit Number of Items Returned Signature: License #563961 CONSTRUCTION PROGRESS SCHEDULE MAGNOLIA AVE., VALLEY ST. SIDEWALK PROGRAM WK 12 119 6 MOBILIZATION CLR&GRB SURVEYING EXCAV & GRADING WATER & SEWER CONCRETE FENCING BASE &A.C. STRIPING HYDROSEEDING MOBILIZATION CLEAR &GRB SURVEYING EXCAV. & GRADING CONCRETE FENCING BASE &A.C. STRIPING HYDROSEEDING 5 No c — C. I- in > " IEr L ¶:3 cc 0 •_ W (I oICt' Lt_< QC'a) o c oc 2 000 I 0 00L 11 c. a C/) O0(U I I I I I Q. ce I . I I I I I I II I 13 CONSTRUCTION PROGRESS SCHEDULE MAGNOLIA AVE.. VALLEY ST. SIDEWALK PROGRAM CJTY OF CA R LS BAD MONTH WK AUGUST 12 19 26 SEPT 2 9 16 23 30 OCT 7 114 REMARKS MAGNOLIA AVE MOBILIZATION FENCING BASE & A.C. STRIPING HYDROSEEDING CLR&GRB SURVEYING CONCRETE 1 0 EXCAV. & GRADING WATER &SEWER RET. WALL General Engineering Contractor 457 Corporate Drive Escondido, CA 92029 (619) 747-6500 TRANSMITTAL To: Al Ludwig city of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009-1576 From: Castello, Inc. 457 Corporate Drive Escondido, CA 92029 Project: Magnolia Ave., Valley Street Sidewalk Program, #3391-3 Specification Section: Asphalt Concrete Contractor's Submittal: #3 X Initial Submittal 2nd Submittal Submittal Date of Submittal: 8/06/96 Date Sent: 8/06/96 Submitted by: Castello, Inc. Signature: Action: No Exception Taken Rejected/Resubmit Date Sent Description/Comments Reviewed by: Copies: File Inspector Number of Copies: 3 Make Correction Noted Revise & Resubmit Number of Items Returned Signature: License #563961 'I neral Engineering Contractor ASPHALT & UNDERGROUND SPECIALISTS DATE: AUGUST 1, 1996 FROM: DON CALLAhAN TO: CASTELLO CONSTRUCTION ATTN: MOREY FAX 747-84.49 PROJECT: MAGNOLIA AVENUE & VALLEY STREET SIDEWALK CONTRACT 3391-3, CITY OF CARLSBAD SJH JOB 54257 MATERIAL SUBMITTALS ASPHALT CONCRETE ASPHALT CONCRETE - 1/2" AGGREGATE ASPHALT CONCRETE - 3/4" AGGREGATE ASPHALT - AR4 000 ASPHALT CONCRETE - 3/8t1 AGGREGATE ASPHALT - AR8000 CLASS II GREENBOOK SPECS GREENBOOK SPECS GREENBOOK SPECS CALTRANS SPECS THE ABOVE REFERENCE MATERIALS CONFORM TO SPECIFICATION. EDDIE CHAPMAN DON CALLAIIAN QUALITY CONTROL MANAGER PROJECT MANAGER P.O. BOX 639069, SAN DIEGO, CA 92163-9069, (619) 277-5481 / FAX: (619) 268-5126 LIC. #97352-A FORM #CS9400 CITY OF CARLSBAD SHOP DRAWING REVIEW The approval by the Engineer of any sho p o r w o r k i n g drawing (or of any drawing of the Co tractors plant or equipment) shall not In any way be doomed t3 release the Contractor from full responsibility for complete and accurate performance of the Work In ordenco with the Contract Drawings and Speci fications: neither chef I such approval release the Contractor from any liability placed upon him by any provision in the Form of Contract. 0 ------------ DRAWING REJECTED/RESUBMIT DRAWING APPROVE!) AS NOTED DRAW!G Sfl'P CONSULTING GROUP 4455 Murphy Canyon Road, Suite 100 San Diego, California 92123 (619) 573-1777 -Telephone (619) 573-0069 - Facsimile LABORATORY NUMBER REPORT ON AGGREGATE TESTS DATE October 27.1995 CLIENT: SIM J. HARRIS P.O. #129017 JOB DATA: LABORATORY MIX DESIGN CARLSBAD PLAN9 (C-2 GREENBOOK 1/2"ad C-3) SAIv1PLE DATA: On 10-20-95, S.C.G. sampled the A.C. aggregates for conformance tests and mix design. Sample No. 1-Bin 2-Bin J 3-Bin Combined Specifications %Used 55 30 15 C-3 Size C-2)Sieve 1" ___________ ___________ ___________ ___________ ___________ ___________ _______________ 1•_______________ 3/4" 100 100 100 100 100 85 98 95-100 95 -100 3/8" 96 14 86 80-95 75-90 4 100 ! 22 62 55-72 50-67 S 82 2 46 38-55 35-50 16 62 34 30 45 25 18-33 15-30 50 I 29 16 100 18 10 200 (Wash) 12 i 6.6 4-8 47 HveemDensitv 147.9pcf _CA 366 I Max. Theo. 154.2pcf 4.1%Airj4s_ Sand Equivalent 63 CA 217 it -4 Mh. % Crushed 99.1 CA 205 25 Min. Moisture Vapor 34 CA 307 1 25 Min. Stripping None CA 302 - . 25% M., LA. Ranier © 100 Rev. @500 Rev. 3.6% 17.0% CA 211 . 45 Max. Swell 0.018 1 CA 305 0.030Max. Hveem Stability 43 CA 366 1 1 . .I 35 Min. Remarks: Cleanness Value = 82 (2-Bin) We would recommend the use of 5.3% asphalt by D.W.A. "CONFORMS" with Greenbook 1/2" (C-2 and C-3) SIPP CONSULTING GROUP REVIEWED BY jirc P. Sipp, Jr., P.E.' Ciiv OF CARLSBAD SHOP DRAWING REVIEW The approval by the Enir.oer of any shop or working drawing (or of any drawing of the Conactor% plant or equipment) shall not in any way be deemed to release the Contractor from full responsibility for complete and accurate performance of the Work In accordance with the Contract Drawings and Specifications: neither shall such approval release the Contractor from any liability placed upon him by any provision in the Form of Contract. 0------------DRAWING REJECTED/RESUBMIT o------------DRAWING APPROVED AS NOTED DRAWING SIPP CONSULTING GROUP 4455 Murphy Canyon Road, Suite 100 San Diego, California 92123 (619) 573-1777 -Telephone (619) 573-0069 - Facsimile LABORATORY NUMBER "ASPHALT CONCRETE MIX DESIGN" DATE October 27 1995 CLIENT: SIM J. HARRIS P.O. 0129016 JOB DATA: LABORATORY MIX DESIGN CARLSBAD PLANT GREENBOOK 3/4" (B-3 and B-2) SAMPLE DATA:. On 10-20-95, S.C.G. sampled the A.C. aggregates for conformance tests and mix design. Sample No. 1-Bin 2-Bin 3-Bin 4-Bin Combined Specifications %Used 45 25 20 10 B-3 B-2 Sieve Size 2" 1-1/2" 1" 100 100 100 100 3/4" ___ 100 88 99 95-100 90-100 100 85 13 88 3/8" 96 14 72 65-80 60.75 4 100 22 1 . 51 45-60 40-55 8 85 2 39 30-45 27-40 16 I 64 29 30 45 20 15-25 12-22 50 28 13 100 17 8 200 (Wash) 12 5.4 1 3.6 Hveem Density 149.8 pcI' CA 366 Max. Theo. 155.5 pcf 3.7% Ail Voids Sand Equivalent 63 CA 217 I 45 Mm. % Crushed 99.1 I CA 205 25 Mm. Moisture Vapor 35 CA 307 25 Mm. Stripping None CA 302 25% Max. LA Rattler @100 Rev. @500 Rev. 3.6% 17.0% CA 211 45 Max. Swell 0.012 CA 305 0.030 Max. Hveem Stability 47 CA 366 35 Mm. Remarks: Cleanness Value = 82 (2-Bin) We would recommend the use of 5.1% asphalt by D.W.A. "CONFORMS" SIPP CONSULTING GROUP REVIEWEQ BY 1' 4 JdWh P. Sipp, Jr., P.E. 03 PARAMOUNT P ( T Ii 0, L [ Li M 14700 Downey Avenue P.O. Box 1418 Paramount, CA 90723 (310) 531-2060 January 26, 1995 LETTER OF CERTIFICATION Sim J. Harris Company P.O. Box 639069 San Diego, CA 92163-9069 Attention: Mr. Tom Stone Gentlemen: This is to certify that the AR4000 asphalt cement shipped from Paramount Petroleum Corporation complies with the required AASHTO Specification M226-80, Table III; ASTM Specification D3381, Table III; Section 92 of the Caltrans Standard Specifications; and Public Works Construction Specification 203-1. Sincerely, Stephen W. Burhans Manager, Asphalt Technical Services JAN-26-96 FRI 10:28 R .02 g) PARAMOUNT 14700 Downey Avenue PLTROLEUM P.O. Box l4l$ Paramount, CA 90723 (310) 531-2060 PRODUCT: AR4 000 ASPHALT CEMENT Purchaser CASTELLO CONSTRUCTION CODE N: 404 Destination ijJoLTA AVENUE & VALLEY SP DATE: January 26, 1996 Transporter SjU TANK: Tk 20002 Truck or Railcar NQ Sill of Lading NQ Contract NQ 3391-3 CITY OF CARLSBAD Purchase Order N2 5427 - Specification: ASTM D3381, Table 3; AASHTO M226, Table 3; PBA-l; PBA-la CERTIFICATE OF COMPLIANCE TESTS ASTM N2 AASHTO NQ SPEC RESULTS Tests on Residue from Rolling Thin-Film Overt Test: D2872 T240 Viscosity, 60°C(1406F), Poise D2171 T202 3000-5000 4502 Viscosity, 135°C(2750F),cSt D2].70 P201 275 min 420 Penetration, 77°F, 3.00t, 5s 05 P49 25 min 38 % of Original Penetration D5 T49 45 min 66 Ductility, 77°F, 5cnt/min, cm D113 T51 75 min 150+ Loss on Heating, wt % 02872 T240 - - .43 Penetration, 4°C, 200g, 60s D5 T49 - - 12 Absolute Viscosity Ratio, 60°C RTFO Vis./Original Vis. 02171 T202 4.0 max 2.5 Tests on Original Asphalt: Penetration, 77°F, bOg, 5s D5 T49 - - 57 Flash Point, C.O.C., OF D92 T48 450 nun 580 Solubility in Trichioroethylene % 02042 T44 99.0 min 99.9 Viscosity, 60°C(1400F), Poise D2171 T202 - - 1808 Viscosity, 135°C(275°F), cSt 02170 T201. - - 289 Specific Gravity, 77/77°F 070 T228 - - 1.023 Specific Gravity, 60/60°F 070 P228 - 1.024 API Gravity, 60°F D70 P228 - - 6.7 We hereby certify that the above sample was tested according to the applicable ASTM and AASHTO standards and that it complies with all specifications. Data Compiled By:'2?I/'Z_'i1- Released Lab i'esterf ___ (I OCT-19-94 WED 10:01 P. 03 Is SOUTH COAST MATERIALS Co. &itTr( CST )rRTElPLS CO. CILS3RD PIPHRLT 2JNT 3701 HaP1R DRIVE CL2P.DI CR. 920;38 EASE], ON RU!9 RVES GTiCTO Si .7. Hrris Co. TE 10113/9.4 PRQJ. flPE OF SIX , Type 111 C (.3/3" Max.) ) RR4000 R*phalt Oil ) Type B R;rogate % OF EPC( S!EVE RNPLYSIS 0P.T 1CT1. ECNT 6R1E 0. 0 0% ON 30 70% 1001.1 FILLER BIN 44 21N *3 BIN 42 SAN 41 RLL R2GREGTE.S PERCENT PERCT PERCENT PERCENT PERCENT Si TOTAL TUTL TOTPL TOT.4L TOTAL CC431NEC' 5PEC1FIED 112 i'CjS USED PSIS USED PRS USED PA S USED PiS S USED % PA.55 RG€ FACTOR 1-1/4" 0 100 0 100 0 100 30 100 70 = 100 1" 0 100 0 100 0 100 31 100 70 = 100 3/4" 0 84 0 100 0 ICO 30 100 70 = 100 0 0 8.3 0 00 30 100 70 100 100 0 2 0 11 0 9.2 28 100 70 98 95-100 44 0 1 0 2 0 11 5 99 63 74 65-85 0 0 0 1 0 3 1 80 56 57 50-70 016 0 0 0 0 0 C 0 58 41= 41 #30 0 0 0 0 0 0 0 47 33 33 28-40 50 0 0 0 0 0 0 0 31 22= 22 4100 0 0 0 0 0 0 0 18 i 2 La *200 0 0 0 0 0 0 0 10 7= 7 5-14 CERTIFICATION OF COMPLIANCE To Whca i May Dincem, This i3 to mortify thab the Raphaltic Coicrete Nanufacturad In the City of Carlsbad, California by South Coast Materials CO., forrns with the Standard Specifications for Public Works Construction, .4.iona 203-1 1400-4 for Type 111 0 .3/8" Maxiarni Asphaltic Concrete. RU aggregates for bins I — 5 are produced from Califørnia Nine identification Number 91-3701E. NIX DESIGN #4 BIN 0% *3 BIN 0% *2 BIN 30% 81 BIN 70 Respectfully, 619 •7Z9 2010 rX6l9729 5605 P.O. 0(X 386324 OCF.4NilI)I. CA 9208-6324 IJcnse 229!3 14700 Downey Avenue PARAMOUNT P.O. Box 1418 P E T ft 0 I. [ U M Paramount, CA 90723 (310) 531-2060 January 26, 1995 LETTER OF CERTIFICATION Sim J. Harris Company P.O. Box 639069 San Diego, CA 92163-9069 Attention: Mr. Toni Stone Gentlemen: This is to certify that the AR8000 asphalt cement shipped from Paramount Petroleum Corporation complies with the required AASHTO Specification M226-80, Table III; ASTM Specification D3381, Table III; Section 92 of the Caltrans Standard Specifications; and Public Works Construction Specification 203-1. Sincerely, 'PI-1— Stephen W. Burhans Manager, Asphalt Technical Services JAN-2G-96 FR I 10:2s P - es PARAMOUNT P( T R L (U M 14700 Downey Avenue P.O. Box 1418 Paramount CA 90723 (310) 531-2060 PRODUCT: ARS000 ASPHALT CEMENT CODE NQ: 408 DATE: January 26, 1996 TANK: Tk 20001 Purchaser CASTELLO CONSTRUCTION Destination MAGNOLIA AVE & VALLEY ST Transporter SJH Truck N2 Bill of Lading N Contract NP 3391-3 CITY-OF CARLSBAD Purchase Order N2 521 Specification: ASTM 03381, Table 3; AASHTO M226, Table 3,.PBA-4 CERTIFICATE OF COMPLIANCE TESTS ASTM N2 AASHTO NQ SPEC RESULTS Tests on Residue from Rolling Thin-Film Oven Test: 02872 T240 Viscosity, 60°C(1400F), Poise 02171 T202 6000-10000 7252 Viscosity, 1350C(2750F),cSt D2170 T201 400 min 570 Penetration, 77°F, 100, 5s D5 . T49 20 min 24 % of Original Penetration 05 T49 50 tflifl 66 Ductility, 77°F, 5cm/mm, cm D113 T51 75 min 100+ Loss on Heating, wt % D2872 T240 - - .20 Penetration, 4C, 200g, GOs D5 T49 Absolute Viscosity Ratio, 60°C RTFO Vis./Original Vis. 02171 T202 - - 2.2 Tests on Original Asphalt: Penetration, 77°F, bOg, 55 05 T49 - 37 Flash Point, C,O.c., OF 092 T48 450 min 600 Solubility in Trichioroethylene % D2042 T44 99.0 min 99.9 Viscosity, 60°C(1400F) , Poise 02171 T202 2800 min 3327 Viscosity, 135°C(2750F), cSt D2170 T201 - - 408 Specific Gravity, 77/77°F D70 T228 - - 1.024 Specific Gravity, 60/60°F D70 T228 - 1.025 API Gravity, 60°F 070 T228 - - 6.6 We hereby certify that the above sample was tested according to the applicable ASTM and AASHTO standards and that it complies with all specifications. Data Compiled By:Ra ftester ______ Released BY:_sor - SIPP CONSULTING GROUP (619) 573-1777 - Telephone "4455 Murphy Canyon Road, Suite 100 (619) 573-0069 - Facsimile San Diego, California 92123 PHYSICAL PROPERTIES OF AGGREGATES Client SIM J. HARRIS/SO. COAST MATERIALS P.O. #129015 Job No. 91-129 Lab/Invoice No. Date of Report , Reviewed By Project CONFORMANCE TESTING Location CARLSBAD Sampled By S.C.G. Date 10-20-95 Type of Aggregate CLASS flAB 3/4" Submitted By ED CHAPMAN Date Source of Aggregate CARLSBAD PLANT Authorized By ED CHAPMAN Date Sieve Analysis ASTM C134 Sieve Size % Passing Acaimulauve Specifications 2½" 2- I 1h 1 100 100 3/4 98 90-100 1/2 87 3/8 67 #4 53 35-60 #8 46 #16 35 #30 21 10-30 #50 13 I #100 ' 8 #200 4.1 2-9 riset than 200 ASTM CII7 Test Standards are ASTM unless nther,u,isp nteA Teat Results Specifications Test 511) % crushed particles. 99.7 ASTM 692 soundness by sodium sulfate C-88 -ASTM durability index 40 35 Mm Resistance to Abrasion % Wear, 100 rev. 4.3 C131 Grading % Wear, 500 rev. 19.1 . % Wear, rev. C535 Grading % Wear, 1000 rev. R-Value @ 300 psi Exudation 81 78 Mm CBR @ 95% M.D.D. 85 ASTM D-1883 Liquid Limit Plasticity Index I Non-Plastic Cleanness Value Calif. 227 Sand Equivalent Value 42 Calif. 217 Moisture Density Relations Max. Dry Density, pcf 139.0 0D698 a D1557 a AASI-ITO 799 a AASHTO T180 Optimum Moisture, % _______________ 6.8 Method ________ Absorption, % Specific Bulk (Dry) Gravity Bulk (SSD) Apparent a C127 0 C12