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HomeMy WebLinkAbout3166; PALOMAR AIRPORT RD; INDUSTRIAL ASPHALT; 1994-05-11SENT BY:CITY OF CRLSBD 5-11-94 1O:53M 6194380894-3619 278 5300 ;*t 2 I'CI IjUN1 LIt11L PIIA t4U. 39-11=994 03*5e 849=915 . CLir IRW1rDPL.E P.3 -31 Vf - - I -- - - - 1 1 - II fl A r fl r fl I Inc. LidWfLLdllUdll, C UOJJ fr,&UO..UU/J.UUUi INDUSTRIAL ASPHALT . LAB 15609i'XSBD LOØATIØNi VIOTA DAT 03/11/04 PALOMAR GP.AIt1O & PAVXNO PROJi PALOMAR AIRPORT P.D _IL CA)4D0 UAL wip AMkw %.DW.a owns rw AIIIIII r"] t.oI%T D2 J LooJ% 1o.o J L' I jsfl IA001 FILLEA BZN•$ EIN#4 [B1i4# fIN02 I8IN,1 - I I I 19 2.81 0 LBS.L 0 LBStJ40 Uls $37 !..BI 1 73J8S. r1IU1NT PAWS V PAIl 11119 PASO I.'IW PAIl IJ3IQ PASO VW MIS LIU PAl IINU 100,0 1.0 400.0 .10 400.0 01 100.0 a. 100.0 31.0 100,0 00.0 I Ij5 400.0 il 4000 0.0 100.0 00 100.0 13.0 1000 41.0 boo u.o 100.0 1.6 400.0 6,0 1000 04 100.0 $5.5 100.0 u0 400.0 *1.9 114' 100.0 1.0 100.0 0.0 310 0.0 100.0 *0.0 100,0 31.0 100.0 0.0 1. 400.0 4,0 ioo.o 0.0 7.9 0.0 00.0 00.7 100.0 11.0 400.0 10.6 uP 100.0 1,0 100.0 0.0 0.0 0,0 10.0 03 slO 10.3 400.0 30.0 #4 100.0 1.0 1OL6 0.9 1.0 00 0.0 CI 14.0 III 000 III 03 1010 1.0 400.0 0,0 to 0.0 CD 0,0 ILl LI 011 ILl III 100,0 1.0 100.0 0.0 Di 10 1,0 0.0 40 U 00.1 0.0 100.0 1,6 460.0 0.6 0.0 fl.o 01 6.1 00 0.R 40.6 46.7 030 sqo 1.0 190.3 0.0 0,5 10 01 0.1 CI 0.0 III 11.4 0400 15.0 1,9 1000 0.0 01 50 Os 0.1 0.0 U ILI II #200 00.0 0.0 1000 0.0 *1 0.0 LI 01 CI 54 34 . $1 KM OF CQMBIN0 A30flEGATE-'1.10 . P!RJJ4TAPHM.? QJPACE APEA 05.1 UiM.VL $7.0 PI0vITA$PHPLT UMTWSY1 4d10I. 0 10 Lod UI *CHTPYONi L55 Win X. MA MTCIIWfl ?0 DI!C ØONOT. 1'SPJALZ LAB OPEMTNQ 1112' Is 100 3/41 95-100 Van 3/34 46.60 #4 2 e-41 20.4a #16 27 10.20 2.7 ?LV$ 10096 AGGREGATE PLUS AGGREGATE 2000 LEL EDW*D H. LUC! 8UPWfflWR AIPHAL.T AND APPROVED AS SUBMITTED Approved by 1522 same'G. Cranda11, I?'c. -PLO INDUSTRIAL ASPHALT jell LAB# 15699 REVISED LOCATION: VISTA r DATE: 05/10/94 PALOMAR QRING & PAVING IROJ: PALOMAR AIRPORT RD\ EL CAMINO REAL WIDE. 1(j TYPE OF MIX: S.203 CLAS1 % OF 1.0 1% 0.0 17o 18.0 fr 22.0 1% 25.0 1% 34.0 [% AGq; FILLER BI N f5 Blli#4 BIN#3 BIN? BI# WGT'PE TON: 19 LBS. 0 LBS. 1 343 LBS. 1 419 LBS. 1 477 LBS. 1 648 LBS. A.C. GRADE: AR-4000 SMARA# 91-58-0001 TYPE A\B AGGREGATE COMBINED OPERATING PERCENT PASS USED PASS USED PASS USED PASS USED PASS USED PASS USED PASSING RANGE 2 100.0 1.0 100.0 0.0 100.0 18.0 100.0 22.0 100.0 25.0 100.0 34.0 100 11/2' 100.0 1.0 100.0 0.0 100.0 18.0 100.0 22.0 100.0 25.0 100.0 34.0 100 V 100.0 1.0 100.0 0.0 100.0 18.0 100.0 22.0 100.0 25.0 100.0 34.0 100 100 3/4 100.0 1.0 100.0 0.0 95.0 17.1 100.0 22.0 100.0 25.0 100.0 34.0 99 87-100 1/2 100.0 1.0 100.0 0.0 7.0 1.3 83.8 18.4 100.0 25.0 100.0 34.0 80 30-87 3/r 100.0 1.0 160.0 0.0 2.0 0.4 24.5 5.4 91.0 22.8 100.0 34.0 64 55-76 199.9 1.0 100.0 0.0 1.0 0.2 2.0 0.4 28.8 7.2 99.0 33.7 42 35-52 #8 100.0 1.0 100.0 0.0 0.5 0.1 2.0 0.4 9.2 2.3 83.5 28. 32 22-40 190.0 1.0 100.0 0.0 0.5 0.1 1.0 0.2 4.0 1.0 61.8 21.0 23 100.9 1.0 190.0 0.0 0.5 91 0.5 0.1 0.5 0.1 44.5 15.1 16 -24 #50 99.0 1.0 100.0 0.0 - 0.5 0.1 0.5 0.1 0.5 0.1 25.2 8.6 10 5-18 #100 95.0 1.0 100.0 0.0 0.5 0.1 0.5 0.1 0.5 0.1 13.5 4.6 6 #200 90.0 0.9 100.0 0.0 0.5 0.1 0.5 0.1 0.5 0.1 8.0 2.7 4 0-7 KM OF COMBINED AGGREGATE----1.10 S-VALUE: 38.0 PERCENT ASPHALT 4.9 % PLUS 100% AGGREGATE SURFACE AREA: 21.1 . -OUTSIDE- UNIT WGT: 156.0 PERCENT ASPHALT 4.7 % PLUS -INSIDE- WEIGHT PER TON: 95.3 % AGGREGATE 94 LBS DANIEL H. CHAPMA BATCH WT: 2000 LBS. DIRECTOR CONST.MATERIALS LAB 9O117 ro EDWARD ftL.UCE (GATESSUPERVISOR ASPHALT AND AGGR 4.. I.A. VISTA WYROC AGGREGATE SPECIFIC GRAVITY 3/4 CRUSHED 1/2 CRUSHED 3/8 CRUSHED ROCKDUST BU1.LK SP.GR4WITY ABSORPTION :1 - - U