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HomeMy WebLinkAboutCT 73-18; RANCHO DEL PONDEROSA UNIT 2; SOIL TEST RESULTS; 1976-09-14, J~ ,""':;: ~'.,,,; '. ~/ • • @ ,. -~~ '~~ . Testing Engineers -San Diego ~ 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 , ,. LABORATORY NUMBER SD31-2760 DATE September 9, 1976 JOB DATA: File 41S07, Job No. 73-25~F SAMPL.E DATA: Sample submitted to the labor Rancho Del Ponderosa Unit 4/2 on September 2, 1976, identified as SiN 3, Woodward-Clyde Consultants Amargosa Drive, opposite Lot 65. . 3467' Kurtz Street San Diego, California 92110 R VAL.UE DATA GRADING ANALYSIS A B C D SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 3S0 3S0 35p S,ZE As RCVD. As USED MOIST @ COMPACTION. % 13.7 12.8 12.3 4" ( DENSITY. #/Cu. FT. 114.4 11S.0 115.3 3" -R.VALUE • STABILOMETER 66 78 81 2" . EXUD. PRESSURE. P.S.I. 190. 330 730 1" --- STAB. THICK. FEET 0.49 0.32 0.28 :y.." EXPAN. PRESS. THICK.FEET 0.07 0.33 0.57 - I· ;:zit T. I. (ASSUMED) = 4.5 %" . IaI z::> By.sTAB. @ 300 P.S.I. EXUD.' = 77 "oJ #4 -< fa> By EXPANSION PRESSURE = .77 Q. a: ~8 . AT EQUIL.IBRIUM = 77 #16 SAND EQUIVAL.ENT = 15 #30 DURABILITY (COARSE) = LIQUID LIMIT = ~50 D.URABILITY (FINE) = PLASTIC LIMIT =. #100 . . P. J. = #200_ '--.., -. ,. "<EMARKS: (1) Woodward-Clyde Consultants .. ~ .. TESTING ENGINEERS-SAN DIEGO , I Reviewed by: . By (" It 9...fb.~' /l .C~~~ ~ WLC:am 'William L -Cochrane, R.J:; 1f24445 ---~ ~. ----~-.. ----------.... --_. --..... -----.. _ .. .-. ~-~ ... -~ -... _ . _. -. ) . Testing Engineers -San Diego 3467 KURTZ ST .. ·P.O. BOX 809815. SAN DIE,GO. CA 92138 ,. . ~ f LABORATORY NUMBER SD31-2761 DATE .@ (714) 2215.9641 September 9, 1976 , ~'------------------------------------------------------.------------------------------~----------------I J i ..... JOB DATA: File 41507, Job No. 73-253F SAMPLE DATA: Sample submitted to the laboratory on' September 2, 1976, identifiec as SIN 4, Amargosa Drive, opposite Lot 73. Rancho Del Ponderosa Unit 412 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 GRADING ANALYSIS SIEVE SIZE 4" 3" 2" '" :v.z." %" PERCENT As RCVD. PASSING As USED . COMPACTOR PRESS. P,S.I.· - MOIST @ COMPACTION • % i:?ENSITY • #/Cu. FT. R.YALUE • STABILOMETER EXUD. PRESSURE. P.S.1. .. STAB. THICK. FEET EXPAN. PRESS. THICK.FEET T. I. (ASSU~ED) = ,R • VALUE PATA A B c 0 350 350 ,35Q 13.8 12~. 9 13.4 111.9 112.7 112.'0 77 80 79 220 540 380 0.33 0.28 0.30 ,,~ 0.47 0.70 0.57 4.5 , III 78 Z:::l BY.STAB. @ 300 P.S.1. EXUD. = #4 C).J -< la> By EXPANSION PRESSURE = a ., n: AT EQUILIBRIUM = SAND EQUIVAl.ENT = DURABILITY (COARSE) = #50 DURABIl.ITY (FINE) = #200 <EMARKS: (1) Woodward-Clyde Consultants WLC:am 76 76 17 LIQUID LIMIT '= PLASTIC LIMIT = P. I. = TESTING ENGINEERS-SAN DIEGO Reriewed by: ~.~ By i)J2!L~ .. c,~~ ~ ~ William~cOlhrane, R.E. ~24445 E . 1~5ij -- Testing Engineers w San Diego 3467 KURTZ ST •• P.O" BOX 80985. SAN DIEGO. CA 92138 (714) 22:5.9641 I~ r , (' l : LABORATORY NUMBER SD31-2762 DATE r September 9, 1976 .-File {1=507, Job No. 73-253F / JOB DATA: SAMPL.E DATA: Sample submitted to the .. Rancho "Del Ponderosa Unit 11=2 } laboratory September 2, 1976, and .. on I identified as SiN 5, 'Intersection El Woodward-Clyde Consultants Bosque and Majano Drive,. 3467 Kurtz Street san Diego" California 92110 R • 'VAL.UE DATA GRADING ANALYSIS A B C, D 31EVE PERCENT PASSING COMPACTOR PRESS. P.S.I, ' 140 255 350 SIZE As RCVD. AS USED ., MOIST @ COMPACTION • % 15.8 14'.8 13.0 4" DENSITY. #/Cu. FT. 112.3 114.0 116.6 3" R.VALUE • STABILOMETER 11 19 57 , 2" EXUD. PRESSURE. P.S.I. 240 410 570 1" ------' STAB. THICK. FEET 1.28 1.16 0.62 "A" EXPAN. PRESS. THICK. FEET 0.10 0,.33 1.87 ,*" T. I. (ASSUMED) = , 4.5 %" , w By ,STAB. ~, 300 P.S.I. Exuo. = l3 Z:J ::=4 I-'.J -< 13> By EXPANSION PRESSURE = 37 o· 0: ~8 AT EQUrLIBRluM = 13 ;:16 SAND EQUIVALENT = 14 ::=30 DURABILITY (COARSE) = LIQUID LIMIT = ~50 DURABILITY (FINE) = PLASTIC LIMIT == ~loo . : ... "" P. I. = " ' #200 , tEMARKS: (1) Wo02ward-C1yde Consultants .. .. I TESTING ENGINEERS-SAN DIEGO > Reviewed by: -Byj~L. C~ < WLC:am William L. Cochrane, R.E. 11=24445 ,