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HomeMy WebLinkAbout3188; COLLEGE BLVD EXTENSTION; REPORT ON AGGREGATE TESTS; 1987-07-23I - - - 3I RECEIVED P A C I F I C LABORATORY FACILITIES 880 GABLE WAY ENGINEERING EL CAJON, CA 92020 N8S/LOWRY LABORATORIES, INC. (619) 579-8353k . LABORATORY NUMBER REPORT ON AGGREGATE TESTS DATE 7/23/87 ri.t No. SOUTH COAST ASPHALT J09 DATA . . .. KOLL PROJECT . FARADAY ROAD . • CARLSBAD . SAMPLE DATA Samples submitted to our laboratory for'ana1ysis on July 21 1987.. ampIe No. Specifications Sample Size . . iave Size 2" . . . 100 .. IOU 3/4 ___________ 95 • 87 - 100 - ½" 75 _________ • . 62 ______ ________ 37 . . . 30-60 8 25 16 17 30 12 . . . 5-. 35 30 9 100 7 . 200 (Wash) 5 . 0 - 12 F. M. SAND. . . EQUIVALENT . . 42 . . . . 22 MIN DURABILITY INDEX • . . 38 - p , cô s"/- . 35 MIN lterngrks - . • . - epOrt To • . . . . •- - • : • • PACIFIC ENGINEERING LABORATORIES, -IN( •- . . - -S ••• • ________ n P. Sipp, r.''P.E./ •J•.• done P A C I F I C LABORATORY FACILITIES 880 GABLE WAY E N G I NE ER I N G EL CAJON, CA 92020 LABORATORIES, INC. (619) 579-8353 LABORATORY NUMBER REPORT ON AQORQATE TESTS DATE 7/1 0/87 FILE NO. SOUTH COAST ASPHALT . 0 JOB OATA FARADAY PIT . SAMPLE DATA Pacific Engineering Laboratories sampled the stockpile CL II base from the Faraday Pit on 7/08/87 Sample No. 1 2 Specifications CL II A/B Sample Size STOCKPILE STOCKPILE _Sieve Size SPLIT SAMPLE 2" . BACK OF PILE ioo .'i.00 100 98 - c -, 95 87 - 100 90 82 81 / ) I 71 sq 54 . 30 - 60 8 41 34 16 27 70 30 18 13 5 - 35 50 17 100 200 (Wash) 7 . 5 .0 - 12 F. m. DURABILITY INDEX 36 47 35 MIN SAND EQUIVALENT . 45 . 58 22 MIN Remarks Report To PACIFIC ENGINEERING LABORATORIES, INC P. Sipp, it. P. . 4 P A C IT T . LABORATORY FACILITIES I. , 880 GABLE WAY ENGINEERING . ELCAJON,CA92020' LABORATORIES, INC (619),579-8358 LABORATORY NUMBER, REPORT ON AQREGATE. TESTS. DATE 5/15/87 FILE NO. SOUTH COAST ASPHALT - JOB DATA .KOLL PLANT SAMPLE"DATA.PacificEngineer.ing Laboratories sampled the CL II Aggregate 'base on 5/13/87 Sample No. Specifications CL II Sample Si ze ' Sieve Size 100. . 100. 98 ' '• 90 ½" 86 71 44' ' f ( 35 55 31' 16 26 36 21' 10 - 3.0 50, 17' ' . .. . 100 ' 12 200(Wash) .5 . ' ' . ' : 2 -9 F. M. R-VALUE - 86 . ' • .' • ' ' 78 MIN SAND EQUIVALENT 46 - . ' . , 31 MIN Remarks: Report To: . . ' • ' ' • PACIFIC ENGINEERING LABORATORIES, INC REVIEW,%