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HomeMy WebLinkAbout3166; PALOMAR AIRPORT RD; PHYSICAL PROPERTIES OF ASPHALTIC CONCRETE; 1994-04-080 S 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4012 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 240+00, 34' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 TYPE: B3 0 AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4'AR4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 - BITUMEN CONTENT, % 2 (ASTM 02172) 5.1 4.6-6.0 1 1!2" 100 100 MARSHALL DENSITY, pcI 98 95-100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 76 FLOW 1/100 3/8 62* 65-80 MAX THEORETICAL NO.4 40 45-60 DENSITY, pci (ASTM 0 2041) • ..' 0 AIR VOIDS MIX, % 8 31 30-45 STABILOMETER VALUE 1 6 25 33* 35 mm. 5 HVEEM UNIT WI, pcI 30 20 15-25 157.4 50 14 100 9 200 6 5 3-7 ASTM C-136, 0117 Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook By:.. 'E>ø22 Submitted/iares Copley, c .efior Engineer I LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 / PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4020 JOB NO.: 2406.20075.0001 LOCATION: South bound El Camino Real @ SAMPLED BY: C. Abalos DATE: 4-11-94 Sta. 349+50, 27' right of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 2 BITUMEN CONTENT, % . (ASTM D2172) 5.5 4.6-6.0 1 1/2' I " 100 100 3/4 MARSHALL DENSITY, pci 100 95-100 (ASTM D°1559) 1/2 MARSHALL STABILITY, lbs 68 FLOW 1/100 41* 65-80 NO.4 MAX THEORETICAL 32 45-60 DENSITY, pci (ASTM D2041) AIR VOIDS MIX, % 8 25 30-45 16- . STABILOMETER VALUE 20 . . . 28*. 35 mm. 30 HVEEM UNIT WT, pci 14 15-25 157.0 50 9 . 100 5 200 37 ASTM C-136, C117 * Denotes de.'iation from specified limits Distribution: City of carlsbad / D. Cook cli tLL LLO'V' tted By: /Jame Copley, Rd 15 C! 22/ Engineer 01 V I ,4 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4019 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-11-94 @ Sta. 139+90, 15' right of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 2 - BITUMEN CONTENT, % (ASTM 02172) 5.2 4.6-6.0 1 1/2" 100 100 3/4" / MARSHALL DENSITY, pci 99 95-100 (ASTM 01559) 1/2" / MARSHALL STABILITY, lbs 83 ,, 3/8" FLOW 1/100 69 65-80 N 0.4 MAX THEORETICAL 42* 45-60 DENSITY, pci (ASTM 0 2041) 8 AIR VOIDS MIX, % 31 30-45 16 STABILOMETER VALUE 25 30 35 mm. 30 • HVEEM UNIT WT, pcI • 20 15-25 156.2 50 14 - 100 9 200 5 3..7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carisbad / D. Cook SUbmitted nior Engineer LAW/CR IN ALL, INC. -4-* -4z 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4009 JOB NO.: 2406.20075.000 1 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-7-94 @ Sta. 191+00, 25' right of centerline SUBMITTED BY: C. Abalos DATE: 4-7-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-7-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203 B 2 BITUMEN CONTENT, % (ASTMD 2172) 4.8 4.6-6.0 1 1/2" 1' 100 10 •::,i : MARSHALL DENSITY, pci 100 87-100 (ASTMD1559) 1/2 MARSHALL STABILITY, lbs 76 70-87 3/8 FLOW 1/100 - 55 55-76 N 0.4 MAX THEORETICAL 34* 35-52 DENSITY, pci (ASTM D 2041) 163-.0 8 AIR VOIDS MIX, % 27 22-40 2.5 16 STABILOMETER VALUE 23 43 35 mm. 30 NVEEM UNIT WT, pci 18 2-24 158.9 50 12 5-18 100 7 200 4 0-7 ASTM C-1 36, C1 17 —Denotes deviation from specified limits Distribution: City of carlsbad /D. Submitted 9177 SKY PARK COURT LAW/CRAND 'L INC. mr,wr% SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4012 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 240+00, 34' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203 B 2 BITUMEN CONTENT, % (ASTM D 2172) 5.1 4.6-6.0 1 1/2" 1" 100 100 MARSHALL DENSITY, pci 98 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 76 70-87 3/8 FLOW 1/100' 62 55-76 NO4 MAX THEORETICAL 40 35-52 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX,% 31 22-40 16 STABILOMETER VALUE 25 33* 35 mm. 30 HVEEM UNIT WT, pci 20 8-24 157.4 50 14 5-18 100 9 200 6 0-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: --- 1~1"4 6!~~ Engineer 7 LAW/CRALL., INC. . 6D , (9p.ECT -IVD PY 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4011 JOB NO.: 2406.20075.000 1 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 327+50, 23' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203 B 2" BITUMEN CONTENT, % (ASTM D2172) 5.1 4.6-6.0 1 1/2" 1" 100 100 3/40 MARSHALL DENSITY, pci 100 87-100 (ASTM D 1559) 1/2" MARSHALL STABILITY, lbs 74 70-87 3/8" FLOW 1/100 58 55-76 NO .4 - MAX THEORETICAL 42 35-52 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX,% 34 22-40 16 STABILOMETER VALUE 27 46 35 mm. 30 HVEEM UNIT WT, pcI 21 8-24 158.4 50 14 5-18 100 8 _____________ 200 4 0-7 ASTM C-136, C117 Distribution: City of carlsbad / D. Cook :s Copley, R:M 15 ____i ____________________________________ Submitted By Engineer 17 :11 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4020 JOB NO.: 2406.20075.000 1 LOCATION: South bound El Camino Real @ SAMPLED BY: C. Abalos DATE: 4-11-94 Sta. 349+50, 27' right of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 2' - BITUMEN CONTENT, % (ASTM D2172) 5.5 4.6-6.0 1 1/2' 65 100 100 3/4,, MARSHALL DENSITY, pci 100 95-100 (ASTM D 1559) mot q 1/2" MARSHALL STABILITY, lbs Iv- ___________ 68 3/8" 41* FLOW 11100' 65-80 NO.4 MAX THEORETICAL 32 45-60 DENSITY, pci (ASTM 0 2041) 8 AIR VOIDS MIX, % 25 30-45 16 STABILOMETER VALUE 20 28* 35 mm. 30 HVEEM UNIT WT, pci 14 15-25 157.0 50 9 100 5 200 3-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted BY:ame (coPiey, FlOt /2 Se r Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4011 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 327+50, 23' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 - TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 2 - BITUMEN CONTENT, % (ASTM D2172) 5.1 4.6-6.0 1 1/2" 1-fl 100 100 MARSHALL DENSITY, pci 100 95-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 74 3/8 FLOW 1/100 58* 65-80 NO.4 MAX THEORETICAL 42 45-60 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX, 34 3045 16 . STABILOMETER VALUE 27 46 35 min. 30 HVEEM UNIT WT, pci 21 15-25 158.4 50 14 100 8 200 4 37 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: a Copley, ROE 15 Inior Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4009 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-7-94 @ Sta. 191+00, 25' right of centerline SUBMITTED BY: C. Abalos DATE: 4-7-94 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-7-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE %PASSING SPECIFICATION TEST RESULT SPECIFICATION. SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 2 - BITUMEN CONTENT, % (ASTM 02172) 4.8 4.6-6.0 1 1/2" 100 100 MARSHALL DENSITY, pcf 100 95-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 76 3/8 FLOW 1/100' 55* 65-80 NO.4 MAX THEORETICAL 34* 45-60 DENSITY, pci (ASTM D2041) 163..0 8 AIR VOIDS MIX, % 27* 30-45 2.5 16 STABILOMETER VALUE 23 43 35 min. 30 HVEEM UNIT WT, pci 18 15-25 158.9 50 12 100 7 200 4 37 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted n eior OEngineer QE722 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES: OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4019 JOB NO.: 2406.20075.000 1 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-11-94 @ Sta. 139+90,15' right of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AP 4000 SIEVE SIZE % PASSING ACCUMULATIVE SPECIFICATION SSPWC Sect. 400-4.2 B3 TEST 'RESULT , SPECIFICATION 2 - BITUMEN CONTENT, % (ASTM D2172) 5.2 4.6-6.0 1 1/2" 100 100 99 95-100 MARSHALL DENSITY, pct (ASTM D 1559) 1/ 2' 83 MARSHALL STABILITY, lbs 3/8 69 " '65-80 ' FLOW 1/100' NO.4 42 45-60 MAX THEORETICAL DENSITY, pct (ASTM D 2041) 8 31 30-45 AIR VOIDS MIX, 16 25 STABILOMETER VALUE 30* 35 min. 30 20 ' 15-25 HVEEM UNIT WT, pcf 156.2 50 14 100 9 200 5 ' 37 QE2 A.Ax LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4012 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 240+00, 34' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 TYPE: B3 AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 400-4.2 B3 2 - BITUMEN CONTENT, % (ASTMD2172) 5.1 4.6-6.0 1 1/2" 100 100 MARSHALL DENSITY, pcI 98 95-100 (ASTMD1559) MARSHALL STABILITY, lbs 1/2 76 3/8 FLOW 1/100 62* 65-80 NO.4 MAX THEORETICAL 40* 45-60 DENSITY, pd (ASTM 0 2041) 8 AIR VOIDS MIX, % 31 30-45 16 STABILOMETER VALUE 25 33* 35 mm. 30 HVEEM UNIT WT, pcI 20 15-25 157.4 50 14 100 , 200 6 3-7 ASTMC-136,C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: Ja es Copley, 'QE 1$22 S ior Engineer ( A±AW/CR4LL ,IN 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4020 JOB NO.: 2406.20075.0001 LOCATION: South bound El Camino Real @ SAMPLED BY: C. Abalos DATE: 4-11-94 Sta. 349+50, 27' right of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT 'SPECIFICATION SIZE ACCUMULATIVE SSPWC sect. 203 b 2 BITUMEN CONTENT, % (ASTM D2I72) 5.5 4.6-6.0 11/2" 1 100 100 MARSHALL DENSITY, pci 100 87-100 (ASTM D 1559) 1/2" MARSHALL STABILITY, lbs 83 70-87 3/8 FLOW 1/100 68 55-76 NO.4 MAX THEORETICAL 41 35-52 DENSITY pci (ASTM 02041) 8 AIR VOIDS MIX, % 32 22-40 16 STABILOMETER VALUE 25 28 35 mm. 30 HVEEM UNIT WT, pci 20 8-24 157.0 50 14 5-18 ' 100 9 ________________ 200 5 0-7 ASTM C-136, C117 Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: Jne% Copley,. PE 1522 ,en)6r Engineer -.-- - i I ', \t' • I / 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad 'LAB NO.: 4008 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar AirportRd. SAMPLED BY: C. Abalos DATE: 4-7-94 Sta. 182+50, 18' right of centerline SUBMITTED BY: C. Abalos DATE: 4-7-94 TYPE: Class B AUTHORIZED BY: D. Cook DATE: 4-7-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AP4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203-6 BITUMEN CONTENT, % 2 . (ASTM D2172) 5.0 4.6-6.0 1 1/2" 1'. 100 100 MARSHALL DENSITY, pcI 3/4" 100 87-100 (ASTM 0 1559) MARSHALL STABILITY, lbs 2" 1/ 75 70-87 FLOW 1/100' /8 3/8" 61 55-76 MAX THEORETICAL N 0. 4 43 35-52 DENSITY, pcI (ASTM D2041) 159.0 AIR VOIDS MIX,% 8 34 22-40 0.6 STABILOMETER VALUE 1 6 27 f,3O** 35 min HVEEM UNIT WT, pcI 30 22 8-24 158.1 50 15 5-18 100 10 200 6 0-7 ASTM C-1 36, C1 17 ** Sample retested Distribution: City of Carlsbad / D. Cook 01 Submitted (fior Engineer LAW/CRANDALL, INC. 17111 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE. PROJECT: City of Carlsbad LAB NO.: 4009 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-7-94 @ Sta. 191+00, 25' right of centerline SUBMITTED BY: C. Abalos DATE: 4-7-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-7-94 SOURCE: InustriaI Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT .SfECIFICATION SIZE ACCUMULATIVE SSPWC S Sect. 203 B 2 BITUMEN CONTENT, % (ASTM 02172) 4.8 4.6-6.0 1 1/2" 1" 100 100 S MARSHALL DENSITY, pcI 100 87-100 (ASTM 01559) 1/2 MARSHALL STABILITY, lbs 76 70-87 3/8 FLOW 1/100 55 55-76 NO.4 MAX THEORETICAL 34* 35-52 DENSITY, pci (ASTM 0 2041) 161.0 8 AIR VOIDS MIX,% 27. 22-40 2.5 16 STABILOMETER VALUE 23 43 35 min. 30 HVEEM UNIT WT, pci 18 2-24 158.9 50 12 5-18 100 7 200 4 0-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: "4 69, arrks!pIey,It(QEi2 ior Engineer LAW/CRANDALL, INC. COECTED SAN DIEGO, CA. 92123 (619) 9177 SKY PARK COURT 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4011 JOB NO.: 2406.20075.0001 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 237+50, 23' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203 B BITUMEN CONTENT, % 2 . (ASTM 02172) 5.1 4.6-6.0 1 1/2" 1" 100. lOb MARSHALL DENSITY, pci 100 87-100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/2 74 70L87 FLOW 1/100 - 3/8 58 55-76 MAX THEORETICAL NO.4 42 35-52 DENSITY, pci (ASTM 0 2041) AIR VOIDS MIX, % 8 34 22-40 STABILOMETER VALUE 1 6 27 . 46 35 min. . HVEEM UNIT WT, pci 30 21 8-24 ' 158.4 50 14 5-18 100 8 . . . 200 4 . 0-7 ASTM C-136, C117 Distribution: . City of carlsbad / D. Cook Submitted By: 4522 ~~ `r Engineer / 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4012 JOB NO.: 2406.20075.000 1 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-8-94 @ Sta. 240+00, 34' right of centerline SUBMITTED BY: C. Abalos DATE: 4-8-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-8-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST . RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC . Sect. 203 B 2 BITUMEN CONTENT, % (ASTM D2172) 5.1 4.6-6.0 1 1/2" 1 100 1 0 MARSHALL DENSITY, pcI 98 87-100 (ASTM 0 1559) 1/2 MARSHALL STABILITY, lbs 76 70-87 3/8 FLOW 1/100 ' 62 55-76 NO.4 MAX THEORETICAL 40 35-52 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX, % 31 22-40 16 STABILOMETER VALUE 25 33* 35 mm. 30 HVEEM UNIT WI, pcI 20 8-24 157.4 50 14 5-18 100 9 200 6 0-7 ASTM C-136, C117 *Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: Engineer 7 9177 SKY PARK COURT LAW/CRANDALL, INcOpPCTED gpy SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4019 JOB NO.: 2406.20075.000 1 LOCATION: East bound Palomar Airport Rd SAMPLED BY: C. Abalos DATE: 4-11-94 @ Sta. 139+90, 15' right of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING. SPECIFICATION . TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203 B 2 BITUMEN CONTENT, % (ASTM D2172) 5.2 4.6-6.0 1 1/2" . . 1" 100. 100 3/4 MARSHALL DENSITY, pci 99 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 83 70-87 - 3/8 FLOW 1/100' 69 55-76 NO.4 MAX THEORETICAL 42 35-52 DENSITY, pcf (ASTM D 2041) 8 AIR VOIDS MIX, % 31 22-40 . 16 STABILOMETER VALUE 25 35 min. 30 HVEEM UNIT WT, pci 20 8-24 _____ 156.2 50 14 5-18 . . 100 9 200 5 ASTM 0-136, 0117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: CIE 1 jior Engineer n1--l--- LAW/CRANDALL, INC COJECTED COPØ 9177 SKY PARK COURT SAN DIEGO, CA 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4020 JOB NO.: 2406.20075.0001 LOCATION: South bound El Camino Real @ SAMPLED BY: C. Abalos DATE: 4-11-94 Sta. 349+50, 27' left of centerline SUBMITTED BY: C. Abalos DATE: 4-11-94 TYPE: B Base course AUTHORIZED BY: D. Cook DATE: 4-11-94 SOURCE: Industrial Asphalt REVIEWED BY: L. Collins REPORT DATE: 4-19-94 MIX: 3/4" AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect. 203 b - BITUMEN CONTENT, % 2 (ASTM D 2172) 5.5 4.6-6.0 1 1/2" . 1" 100 100 MARSHALL DENSITY, pcI 100 87-100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 83 70-87 3/8 FLOW 1/100' 68 55-76 NO.4 MAX THEORETICAL 41 35-52 DENSITY, pcI (ASTM D 2041) AIR VOIDS MIX,% 8 32 22-40 STABILOMETER VALUE 16 25 28...........( 35 min'. 30 HVEEM UNIT WT, pcI 20 8-24 157.0 50 14 5-18 - 100 9 200 5 0-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of carlsbad / D. Cook Submitted By: ,6am Copie(RE 1522 (r1or Enginee 0 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4140 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: C. Abalos DATE: 5-13-94 322+50, right of centerline, #1 lane SUBMITTED BY: C. Abalos DATE: 5-13-94 TYPE: Class C2 AUTHORIZED BY: D. Cook DATE: 5-13-94 SOURCE: Industrial Asphalt / Pala REVIEWED BY: L. Collins . REPORT DATE: 5-19-94 MIX: C2 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203 C2 2 BITUMEN CONTENT, . (ASTM D2172) 5.3 4.8-7.5 1 1/2' S 1" MARSHALL DENSITY, pcI 100 100 (ASTM D 1559) 1/2 MARSHALL STABILITY, lbs 96 95-100 FLOW 1/100W - 3/8".78 72-88 NO.4 MAX THEORETICAL 54 46-60 DENSITY, pcI (ASTM D 2041) 8 AIR VOIDS MIX,% 39 28-42 16 STABILOMETER VALUE 30 36 35 min 30 HVEEM UNIT WT, pcI 23 15-27 158.8 50 14 10-20 100 9 200 5 2-7 ASTM C-136, C117 Distribution: S City of Carlsbad / D. Cook Submitted By: ga es Copley, RE 1 52/ S nior Engineer El 9177 SKY PARK COURT / LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4141 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta.. SAMPLED BY: C. Abalos DATE: 5-13-94 324+00 SUBMITTED BY: C. Abalos DATE: 5-13-94 TYPE: Class C2 AUTHORIZED BY: D. Cook DATE: 5-13-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5219-94 MIX: C2 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203 C2 2 . BITUMEN CONTENT, % (ASTMD2172) 5.6 4.8-7.0 1 1/2" 1" MARSHALL DENSITY, pcI 1 00 1 00 (ASTM D 1559) 1/2 MARSHALL STABILITY, lbs 96 95-100 3/8 FLOW 1/100' - 76 72-88 N.4 MAX THEORETICAL 49 46-60 DENSITY, pcl(ASTM 02041) 8 AIR VOIDS MIX, % 35 28-42 16 STABILOMETER VALUE 26 42 35 min 30 HVEEM UNIT WT, pct 21 15-27 155.0 50 15 10-20 100 10 200 6 2-7 ASTM C-1 36, C1 17 Distribution: City of Carlsbad I D. Cook Submitted By: es Cop4y-AOE1522/ flior , Engineer / a LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4150 - JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 338+00 SAMPLED BY: C. Deering DATE: 5-19-94 north bound SUBMITTED BY: C. Deering DATE: 5-19-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-19-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MIX:1/2" Max. AR 4000. SIEVE % PASSING SPECIFICATION TEST . RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 BITUMEN CONTENT, % 2 . (ASTM D 2172) 5.0 4.8 -7.5 1 1/2" MARSHALL DENSITY, pcI 100 100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/2 94* 95-100 FLOW 1/100' 3/8 72 . 72-88 MAX THEORETICAL NO.4 50 46-60 DENSITY, pci (ASTM 02041) 159.4 AIR VOIDS MIX,% 8 38 28-42 . 2.9 STABILOMETER VALUE 16 29 .. 50 35 min HVEEM UNIT WT, pci 30 22 15-27 154.8 50 14 10-20 100 8 . 200 4.8 2-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted jS Ja nior Engineer/' F] LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4153 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 322+00 SAMPLED BY: C. Deering DATE: 5-20-94 south bound SUBMITTED BY: C. Deering DATE: 5-20-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-20-94 SOURCE: l9dustrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MlX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC - Sect 203-6.3.2 BITUMEN CONTENT, % 2 - (ASTMD2172) 5.6 4.8-7.5 1 1/2" MARSHALL DENSITY, pcI 100 100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 96 95-100 FLOW 1/1OO 3/8 83 72-88 MAX THEORETICAL NO.4 54 46-60 DENSITY, pcI (ASTM D2041) 157.8 AIR VOIDS MIX, % 8 42 28-42 1.0 16 STABILOMETER VALUE 33 35 min HVEEM UNIT WT, pcI 30 25 15-27 156.2 50 17 10-20 100 11 _____________ 200 7.1* 2-7 F ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted By: 4j? Ja es Copley, ROE 1522 / S ior Engineer 7 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4154 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 350+00 SAMPLED BY: C. Deering DATE: 5-20-94 south bound SUBMITTED BY: C. Deering DATE: 5-20-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-20-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MIX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 C2 BITUMEN CONTENT, % 2 (ASTM D2172) 5.4 4.8-7.5 1 1/2" MARSHALL DENSITY, pcI 100 100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 97 95-100 FLOW 1/100 3/8 84 72-88 MAX THEORETICAL NO.4 61* 46-60 DENSITY pcI (ASTM 02041) 159.1 AIR VOIDS MIX, % 8 46* 28-42 3.6 STABILOMETER VALUE 16 35. 37 35 min HVEEM UNIT WT, pcI 30 26 15-27 153.3 50 17 10-20 100 10 - I F200 5.8 2-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted Ja es Copley, ROE 15/ L,nIor Engineer AAw LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123(619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4149 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 329+60 SAMPLED BY: C. Deering DATE: 5-19-94 north bound, 58' right of centerline SUBMITTED BY: C. Deering DATE: 5-19-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-19-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MIX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 2 BITUMEN CONTENT, % (ASTM 0 2172) 5.0 4.8 -7.5 1 1/2" 1" MARSHALL DENSITY, pci 100 100 (ASTM D 1559) 1/2 MARSHALL STABILITY, lbs 94* 95-100 3/8 FLOW 1/100 78 72-88 NO.4 MAX THEORETICAL 49 46-60 DENSITY, pci (ASTM D2041) 159.1 8 AIR VOIDS MIX, % 37 28-42 3.5 16 STABILOMETER VALUE 29 46 35 min 30 HVEEM UNIT WT, pci 23 15-27 153.5 50 15 10-20 100 9 200 4.8 2-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook 4-,V 4',t--7 Submited es Copley, Nor Engineer tn E 1 _ o . 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: Palomar Airport Road LAB NO.: 4164 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road @ Sta. SAMPLED BY: G. Goodman DATE: 5-26-94 94+70, 23'-35' right of centerline SUBMITTED BY: G. Goodman DATE: 5-26-94 TYPE: C2 AUTHORIZED BY: T. Aicala DATE: 5-26-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-31-94 MIX:1/2" Max. AR 4000 SIEVE %PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203 C2 2 BITUMEN CONTENT, % (ASTM D 2172) 5.7 4.8 -7.5 1 1/2" MARSHALL DENSITY, pci 100 100 (ASTM D 1559) 1/2 MARSHALL STABILITY, lbs 97 95-100 3/8 FLOW 1/100 78 72-88 NO.4 MAX THEORETICAL 53 46-60 DENSITY, pci (ASTM D 2041) 159.8 8 AIR VOIDS MIX, % 40 28-42 4.0 16 STABILOMETER VALUE 31 45 35 min 30 HVEEM UNIT WT, pcf 24 15-27 153.4 50 15 10-20 100 8 . 200 4.0 2-7 ASTM C-1 36, C1 17 ' Distribution: City of Carlsbad / D. Cook Submitted AAk LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4249 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-27-94 Co) Sta 216+00, left of centerline SUBMITTED BY: C. Abalos DATE: 6-27-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-27-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 BITUMEN CONTENT, % 2 (ASTM 02172) 5.1 4.5-6.5 1 1/2" 1 100 100 MARSHALL DENSITY, pci 100 87-100 (ASTMD1559) MARSHALL STABILITY, lbs 1/2 80 70-87 FLOW 1/100 3/8 64 55-76 MAX THEORETICAL NO.4 47 35-52 DENSITY, pcI (ASTM 0 2041) 160.0 AIR VOIDS MIX, % 8 35 22-40 3.1 STABILOMETER VALUE 16 26 41 HVEEM UNIT WT. pci 30 19 8-24 155.0 50 12 5-18 100 7 . 200 3.6 - 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted B) r] LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad - LAB NO.: 4250 . JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-27-94 @ Sta 162+50, left of centerline SUBMITTED BY: C. Abalos DATE: 6-27-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-27-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 2 BITUMEN CONTENT, % (ASTM D2172) 5.3 4.5-6.5 1 1/2' 1" 100 1 00 MARSHALL DENSITY, pci 97 87-100 (ASTM D1559) 1/2" MARSHALL STABILITY, lbs 73 70-87 /8 FLOW 1/100' 57 55-76 NO.4 MAX THEORETICAL 37 35-52 DENSITY, pci (ASTM D2041) 160.7 8 AIR VOIDS MlX,% 28 22-40 4.3 16 STABILOMETER VALUE 21 45 HVEEM UNIT WT. pcf 30 16 8-24 153.8 50 10 5-18 100 6 200 3.4 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted By: s Copley, R(1522 ior Engineer :9 - LAwICRAN!.AjL; INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 - -PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4258 JOB NO.: 2406.20075.000 1 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-28-94 Sta. 216+85, It of CL, Ld # 37 @ 929.31 tons SUBMITTED BY: C. Abalos DATE: 6-28-94 TYPE: Class B, 3/4" ARE 4000 AUTHORIZED BY: D. Cook DATE: 6-28-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: S SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Class B BITUMEN CONTENT, % 2 (ASTM D2172) 5.1 4.5-6.5 1 1/2" V. 100 100 MARSHALL DENSITY, pci 100 87-100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/ 2" 86 70-87 FLOW 1/100' 3/8 70 55-76 NO .4 MAX THEORETICAL 48 35-52 DENSITY, pci (ASTM 0 2041) AIR VOIDS MIX, % 8 35 22-40 STABILOMETER VALUE 16 25 47 35 min HVEEM UNIT WT, pci 30 18 8-24 153.7 50 11 5-18 100 6 200 3.6 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted BYI S RCopley, R —_7 or Engineer 5227 9177 SKY PARK COURT LAW/CRANDALL: INC SAN DIEGO CA 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4259 JOB NO.: 2406.20075.0001 LOCATION:West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-28-94 Sta. 163+00, It of CL, Ld #24 @ 607.49 tons SUBMITTED BY: C. Abalos DATE: 6-28-94 TYPE: Class B, 3/4" AR: 4000 AUTHORIZED BY: D. Cook DATE: 6-28-94 SOURCE: IndUstrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Class B 2 BITUMEN CONTENT, % (ASTM D2172) 4.6 4.5-6.5 1 1/2" 1" 100 100 3/4fl MARSHALL DENSITY, pct 99 87-100 (ASTM 0 1559) 1/2" MARSHALL STABILITY, lbs 77 70-87 3/8" FLOW 1/100' 54* 55-76 NO .4 MAX THEORETICAL 39 35-52 DENSITY, pcf (ASTM D 2041) 8 AIR VOIDS MIX, % 33 22-40 16 STABILOMETER VALUE 27 51 35 min 30 HVEEM UNIT WT, pci 22 8-24 159.6 50 15 5-18 100 9 200 4.8 0-7 ASTM G-136, 0117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted Ja es Copley, ROE 1522 ,, / S nior Engineer 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 LAW/CRANDALL, INC. PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4277 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos ' DATE: 6-29-94 @ Sta 222+00, left of centerline SUBMITTED BY: C. Abalos DATE: 6-29-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-29-94 SOURCE: Ir)dustrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION ' TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3' 2 BITUMEN CONTENT, % . (ASTM D2172) 5.2 4.5-6.5 1 1/2' 1 100 100 MARSHALL DENSITY, pci 99 87-100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 80 70-87 3/8 ' FLOW 1/100 61 55-76 N.4 o MAX THEORETICAL 42 35-52 DENSITY, pcf (ASTM D 2041) 8 AIR VOIDS MIX,% - ' 31 22-40 16 STABILOMETER VALUE 23 39 35 min . HVEEM UNIT WT. pci 30 17 ' ' 8-24 153.2 50 11 5-18 100 6 200 3.4 0-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted BL )enior RsCol5ley, P'152r Engineer n 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 AAk PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4278 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. SAMPLED BY: C. Abalos DATE: 6-29-94 @ Sta. 94+50, Load #55 Co-) 1375 tons SUBMITTED BY: C. Abalos DATE: 6-29-94 TYPE: Class B, 3/4" ARE 4000 AUTHORIZED BY: D. Cook DATE: 6-29-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Class B - 2" BITUMEN CONTENT, % (ASTM D2172) 5.2. 4.5-6.5 1 1/2" 1" 100 100 3/4• MARSHALL DENSITY, pcf 99 87-100 (ASTM D 1559) 1/2" MARSHALL STABILITY, lbs 83 70-87 3/8" FLOW 1/100 - 73 55-76 NO.4 MAX THEORETICAL 54 35-52 DENSITY, pci (ASTM D 2041) 8 AIR VOIDS MIX, % 39 22-40 16 - - STABILOMETER VALUE 29 . 41 35 min HVEEM UNIT WT, pci 30 21 8-24 154.0 50 13 5-18 100 8 200 4.6 0-7 . ASTM C-1 36, C1 17 Distribution: City of Carlsbad / D. Cook Submitted By: . ame Copley, ROE 1522 / Seni r Engineer / .. 9177 SKY PARK COURT LAW/CRANDALL, INC. - SAN DIEGO, CA. 92123(619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4271 JOB NO.: 2406.20075.0001 LOCATION: West bound Palomar Airport Rd. . SAMPLED BY: C. Abalos DATE: 6-30-94 @ Sta 102+00, left of centerline SUBMITTED BY: C. Abalos DATE: 6-30-94 TYPE: 3/4" AR 4000, Class B AUTHORIZED BY: D. Cook DATE: 6-30-94 SOURCE: Industrial Asphalt, Vista REVIEWED BY: L. Collins REPORT DATE: 7-6-94 MIX: V SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE 203-6.3.3 2 BITUMEN CONTENT, % .(ASTM 02172) 5.3 4.5-6.5 1 1/2" 1" 100 100 MARSHALL DENSITY, pcI 98 87-100 (ASTMD1559) 1/2 MARSHALL STABILITY, lbs 79 70-87 3/8 FLOW 1/100 64 55-76 NO.4 MAX THEORETICAL 48 35-52 DENSITY, pcI (ASTM 0 2041) 8 AIR VOIDS MIX ,% 37 22-40 16 STABILOMETER VALUE 28 - 44 HVEEM UNIT WT. pcf 154.0 30 . 20 8-24 50 12 5-18 100 7 200 2.5 0-7 AS UM G-136, G117 Distribution: City of Carlsbad / D. Cook Submitted Ja es Copley, POE 15 , (/4nior Engineer / /XEROX TELECOPIER 7010 ; 5-25-94 4:51.PM:619 276 5300 - 61943606944 5 25 '94 04: 53FM LAI flbtL, INC. P.5 9177 Sky P CL. LAW/CRANDALL, INC' San Diego, CA 92123 619-278-3600 FAX 619-2785300 .................................................-.- - ----- -- PHYSICAL PROPERTI ES OF ASPHALT CONCRETE PROJECT," cfi .LAB NO. LOCATION: Ajo. (,J , SAMPLE SUBMI 2 . UTHO: SOUbE: dV P-gAL REVIEW MIX: (1,' hl(AX 4,1. 'koo E --,-w .., SIEVE % PASSING SPECIFICATION SIZE ACCUMULATIVE 2" -- 11/2° I ll ii .. qc..,c 3/8 0 7i . NO.4 B 16. 1 30 -__50 100 200 ASTM C- 136, 0117 fee 1. Distribution: u. p Submitted By: James Copley, ROE 1522 / Senior Engineer 4I5c JOB NO.: 207fe10/ BY: DATE: 5zt4 TED BY: C. IJ DATE: '// IZEDBY: - DATE: ED ' //! REPORT DATE: 47 TEST RESULT SPECIFICATION BITUMEN CONTENT, % (ASTM 02172) . - MARSF(AU. DENSITY, pci (ASTM .0 1559) MARSHALL STABILITY lbs - FLOW 1/100' MAX THEORETICAL DENSITY, pci (ASTM D 2041) /j 9" AIR VOIDS MIX, % Zn STABILOMETER VALUE HVEEM UNIT WT, pcf a--. XEROX TELECOPIER 7010 ; 5-25-94 4:51PM ;619 278 5300 -3 6194380894; 4 C /MAY 25ic4.....4: 53FM Lfl1 CRnNb1LL, INC. . P.4 L' 9177 Sky Park CL LAW/CRANDALL, INC.San Diego, CA 92123 619-278-3600 FAX 619 .278-5300 - .- - PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT NO.: /i s9 JOB NO.: 271o' LOCATION: cz. SAMPLED BY: DATE: 57'zA)/4c1 SUBMITTED BY: , DATE: TYPE: C3 IC21 . AUTHOZEDBY -t& - DATE: SOURCE REVIEWED BY L REPORT DATE - ZIX-771 RESULT SPECIFICATION SIEVE . % PASSING SPECIFICATION TEST SIZE ACCUMULATIVE . 2 ... BITUMEN CONTENT, % D 2172) 1 1/2H 1" 3/4" - Lid MARSHALL DENSITY, pat jç, (ASThI 01559) -- 1/2 7 MARSHALL STABILITY, be 100 3/8 FLOW 1/100 NO.4 (4 - MAX THEORETICAL - DENSITY, pet (ASTM C 2O4 8 - . AIR VOIDS MIX, % 16 STABILOMETER VALUE 3 -7 1 •- HVEEM UNIT WT, pcI 50 100 200 ..• - -.5---- -== ----•.•.. -=-'-' - ----S.- .---S.-- -.--.-•- •- - ASTM C-136 C117 DistribUtion: '(I Submitted By: James Copley, ROE 1522 Senior Engineer EROX TELECOPIER ?01 ; 5-25-94 . - jy 25 '94 04:51FM LAW CRflNDRLL, INC. P.2 9177 Sky Park Ct. LAW/CRANDALL, INC. San Diego,CA 92123 619278-3600 FAX 619-278-5300 - rn TIL.ML r-urr Ur !WflML in i PROJECTX - 1/J LAB NO.: 4i JOB NO.: Y,oO7cio/ LOCATIONO ,t/c j jJ SAMPLED BY C I7ee; DA1E C c/c. SUBMItTED BY: C. DATE: TYPE: C ,6, AUTHORIZED BY: r,Afc/, DATE: SOURCE; REVIEWED BY: . REPORT DATE: MIX: I NC -'-'- -.'- SIEVE SIZE % PASSING ACCUMULATIVE -.-_:-=3i SPECIFICATION 9~eL~L r, - •.-• TEST :i'- -- RESULT SPECIFICATION BITUMEN CONTENT, % ASTMD2172) 1 1/2' 1" 3J4 MARS}-(ALL DENSITY, pci (ASIM 0 1559) 112 qç wo MARSHALL STABIUT'YI lbs - 318' 7 FLOW 1/100 NO.4 4J -40 MAX THEORETICAL DENSITY, pc(ASTMD2O41) 8 - AIR VOIDS MIX,% 3 --- - 16 STABILOMETER VALUE 30 i3 2,7 HVM UNIT WT, pi 50 100 200 ASTM1361 L117 I. S pe (fA Distribution: . Submitted By: James CopIey1 AQE 1522 Senior Engineer ;619 53ø 619438894;.3 25—';'9Z 04:52FN LAW CRANDALL1 INC. P.3 vL,_ •1 • . • 9177 Sky Park CL i1 LAW/CRANDALL INC. San Diego, CA 92123 619-278-3600 FAX 619-278-5300 PHYSICAL PROPERTIES OF ASPHALT CONCRETE LAB NO.: "/ JOB N 07cizv LOCATION; 4 .j-t.. $AMPLD Y: . Q'M DATE: V Q SUBMITTED BY: . DATE: /f4i TYPE: AUTHORIZEDGY: '1 A11L. DATE: SOURCE: / V REVIEWED BY: 4 . REPORT .DATE MIX: IV' iy.c / SIEVE SIZE I/ PASSING ACCUMULATIVE SPECIFICATION TEST RESULT SPECIFICATION 21- / Zo 3_,3,, BITUMEN CONTENT% (ASTMD2I72) 1 1/2" 1" / . MARSHALL DENSITY, pci (ASTMD15S9) 1/2' IIj Op MARSHALL STABILITY, lbs 3/8 FLOW 1/00 NO.4 '/t.. MAX THEORETICAL DENSITY. pC(ASTM 02041) 8 AIR VOIDS MIX, % 16 . STABILOMETER VALUE c, 30 -Z7 cf HVM UNIT WT, p_ . 2— 50 100- 200 -- ASTM G-136, C117 /> Distribution: / L\o c Submitted By: Ja mes Copley, ROE l52 Senior Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4141 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: C. Abalos DATE: 5-13-94 324+00 SUBMITTED BY: C. Abalos DATE: 5-13-94 TYPE: Class C2 AUTHORIZED BY: D. Cook DATE: 5-13-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-19-94 MIX: C2 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203 C2 2 BITUMEN CONTENT, % (ASTM D2172) 5.6 4.8-7.0 1 1/2" MARSHALL DENSITY, pci 100 100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 96 95-100 3/8 FLOW 1/100' 76 72-88 NO.4 MAX THEORETICAL 49 46-60 DENSITY, pci (ASTM 0 2041) 8 AIR VOIDS MIX, % 35 28-42 16 STABILOMETER VALUE 26 42 35 min 30 HVEEM UNIT WI, pcI 21 15-27 155.0 50 15 10-20 100 10 200 6 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook itted By: 199477 nior EngineE AN 1 4 19 1 LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4140 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Rd. @ Sta. SAMPLED BY: C. Abalos DATE: 5-13-94 322+50, right of centerline, #1 lane SUBMITTED BY: C. Abalos DATE: 5-13-94 TYPE: Class C2 AUTHORIZED BY: D. Cook DATE: 5-13-94 SOURCE: Industrial Asphalt / Pala REVIEWED BY: L. Collins REPORT DATE: 5-19-94 MIX: C2 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203 C2 BITUMEN CONTENT, % 2 (ASTM D2172) 5.3 4.8-7.5 1 1/2" -.••.. S. 1'• -. MARSHALL DENSITY, pcI 100 100 (ASTM D1559) MARSHALL STABILITY, lbs 1/2 96 95-100 3/8 78 72-88 FLOW 1/100' MAX THEORETICAL NO.4 54 46-60 DENSITY, pcI (ASTM 0 2041) AIR VOIDS MIX, % 8 39 5 28-42 STABILOMETEP VALUE 16 30 36 35 min HVEEM UNIT WT, pcI 30 23 15-27 158.8 50 14 10-20 100 9 200 5 2-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted By: ~ jjor /7A1O/1&1 es Copley, R 1523/ Engineer 9177 SKY PARK COURT LAW/CRANDALL, INC. SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4149 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 329+60 SAMPLED BY: C. Deering DATE: 5-19-94 north bound, 58' right of centerline SUBMITTED BY: C. Deering DATE: 5-19-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-19-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MlX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 2 BITUMEN CONTENT, % (ASTM D 2172) 5.0 4.8 -7.5 1 1/2" 1" MARSHALL DENSITY, pci 100 100 (ASTM D1559) 1/2 MARSHALL STABILITY, lbs 94* 95-100 3/8 FLOW 1/100 78 72-88 NO.4 MAX THEORETICAL 49 46-60 DENSITY, pci (ASTM D2041) 159.1 8 AIR VOIDS MIX 37 28-42 3.5 1 6 STABILOMETER VALUE 29 46 35 min 30 HVEEM UNIT WT, pci 23 15-27 153.5 50 15 10-20 100 9 11 200 4.8 2-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted es Copley, Engineer , l E 152/ LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4150 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 338+00 SAMPLED BY: C. Deering DATE: 5-19-94 north bound SUBMITTED BY: C. Deering DATE: 5-19-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-19-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MIX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 BITUMEN CONTENT, % 2 (ASTM D 2172) 5.0 4.8 -7.5 1 1/2' 1" MARSHALL DENSITY, pci 100 100 (ASTM D 1559) MARSHALL STABILITY, lbs 1/2 94* 95-100 3/8 72 72-88 FLOW 1/100' NO.4 MAX THEORETICAL 50 46-60 DENSITY, pci (ASTM D2041) 159.4 AIR VOIDS MIX, % 8 38 28-42 2.9 STABILOMETER VALUE 1 6 29 50 35 min 30 HVEEM UNIT WT, pci 22 15-27 154.8 50 14 10-20 100 8 IL 200 4.8 2-7 ASTM C-1 36, C1 17 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted 4s Co IS ior Engineer / AAw LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4153 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 322+00 SAMPLED BY: C. Deering DATE: 5-20-94 south bound SUBMITTED BY: C. Deering DATE: 5-20-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-20-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MlX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 BITUMEN CONTENT, % 2 (ASTM 0 2172) 5.6 4.8 -7.5 1 1/2' MARSHALL DENSITY, pci 100 100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/2 96 95-100 3/8 83 72-88 FLOW 1/100 NO.4 MAX THEORETICAL 54 46-60 DENSITY, pci (ASTM 02041) 157.8 AIR VOIDS MIX, % 8 42 28-42 1.0 16 STABILOMETER VALUE 33 35 min 30 HVEEM UNIT WT, pci 25 15-27 156.2 50 17 10-20 100 11 200 7.1* 2-7 ASTM C-136, C117 * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted By: 7Jari'es Copley, R1522 / (/ior Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: City of Carlsbad LAB NO.: 4154 JOB NO.: 2406.20075.0001 LOCATION: El Camino Real @ Sta. 350+00 SAMPLED BY: C. Deering DATE: 5-20-94 south bound SUBMITTED BY: C. Deering DATE: 5-20-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5-20-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-25-94 MIX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION TEST RESULT . SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203-6.3.2 C2 2 BITUMEN CONTENT, % (ASTM 02172) 5.4 4.8-7.5 1 1/2' 1" MARSHALL DENSITY, pci 100 100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/2 97 95-100 3/8 FLOW 1/100' 84 72-88 NO.4 MAX THEORETICAL 61* 46-60 DENSITY, pci (ASTM 02041) 159.1 AIR VOIDS MIX, % 8 46* 28-42 3.6 STABILOMETER VALUE 16 35 37 35 min 30 HVEEM UNIT WT, pci 26 15-27 153.3 50 17 10-20 100 10 200 5.8 2-7 ASTM C-1 36, C1 17 • * Denotes deviation from specified limits Distribution: City of Carlsbad / D. Cook Submitted By: Ja es Copley, ROE 15~~ 2ior Engineer LAW/CRANDALL, INC. 9177 SKY PARK COURT SAN DIEGO, CA. 92123 (619) 278-3600 PHYSICAL PROPERTIES OF ASPHALT CONCRETE PROJECT: Palomar Airport Road LAB NO.: 4164 JOB NO.: 2406.20075.0001 LOCATION: Palomar Airport Road @ Sta. SAMPLED BY: G. Goodman DATE: 5-26-94 94+70, 23'-35' right of centerline SUBMITTED BY: G. Goodman DATE: 5-26-94 TYPE: C2 AUTHORIZED BY: T. Alcala DATE: 5.26-94 SOURCE: Industrial Asphalt / Vista REVIEWED BY: L. Collins REPORT DATE: 5-31-94 MIX:1/2" Max. AR 4000 SIEVE % PASSING SPECIFICATION . TEST RESULT SPECIFICATION SIZE ACCUMULATIVE SSPWC Sect 203 02 BITUMEN CONTENT, % 2 (ASTM D 2172) 5.7 4.8 -7.5 1 1/2" ... MARSHALL DENSITY, pci 100 100 (ASTM 0 1559) MARSHALL STABILITY, lbs 1/2 97 95-100 3/8 78 72-88 FLOW 1/100' MAX THEORETICAL NO.4 53 46-60 DENSITY, pci (ASTM D2041) 159.8 AIR VOIDS MIX, % 8 40 28-42 4.0 STABILOMETER VALUE 16 31 45 35 min HVEEM UNIT WT, pci 30 24 15-27. 153.4 50 15 10-20 100 200 4.0 8 T 2-7 ASTM C-136, C117 Distribution: City of Carlsbad / D. Cook Submitted By J es Copley, OE 157' (,,1$'enior Engineer