Loading...
HomeMy WebLinkAboutCT 73-18; RANCHO DEL PONDEROSA UNIT 3; SOIL TEST RESULT; 1976-08-13-~~ 4,.~ e e @) 'i® Testing Engineers .. San Diego 3467 KURTZ ST .. P.O. BOX 8096!:i. SAN DIEGO. CA 92136 -(714) 22!:i.9641 , I --- LABORATORY NUMBER SD31-2483 DATE August 12, 1976 JOE! DATA: File 1/:507, Job 1f:72-253F ·SAMPl.E DATA: ·S/N 1/:1, La Plancha Lane, opposite Lot 1/:152. Submitted to the Ranch9 del Ponderosa, Unit 1/:3 laboratory on Augcst 9, 1976. , . Woodward-Clyde Consultants { C. 3467 Kurtz Street 7<': ""~ "., San Diego, Ca1i·fornia· 92110 R • VA!-UE DATA : GRADING ANAL.YSIS A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 350 350 350 SIZE As RCVD. AS'USED MOIST @ COMPACTION. % . 13.4 12,6 11.0 i 4" DENSITY. #/Cu. FT. 3" 114.2 115.1 114,7 R.VAl.UE • STABILOMETER 2" 69 78 74 - EXUD. PRESSURE -P.S.1. 1" 230 580 ~L..n. STAB. THICK. FEET 0.45 0.32 0.37 3.,4" EXPAN. PRESS. THICK. FEET .0.27 0.40 0.40 72" T. I. (ASSUMED) = 4.5 %" w BY.STAB. @ 300 P.S.I. EXUD. = 73 z:> C).J -#4 (iii( III> By EXPANSION PRESSURE = 72 c· 0: #6 AT EQUIl.IBRIUM = 72 #16 - SAND EQUIVAL.ENT = 15 #30 DURABIl.ITY (COARSE) = L.IQU·ID LIMIT = #50 -. DURABILITY (FINE) = PLAST-IC L.IMIT = =100 p. i. = - ::200 REMARKS: (1) Woodward-Clyde Consultants TEST.ING ENGlNEE~AN ~IEGO ,. .6?"~. , THC:.kh T.R. Chapman,fR.E. 1/:12882 -, ,.- ~ ~. . .... ~ .-._ ---<00 .~ -~- -----@ ,~ • e j~ Testing Engineers· San Di~go 3467 KURTZ ST •• p:o. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 -I .. LABORATORY NUMBER SD3l-2484 ' DATE August 12, 1976 JOB DATA: File 1fo507, Job 1fo72-253F : SAMPLE DATA: sIN 1f2, La Due1a Lane, opposite Lot #195. Submitted to the Ranchp del Ponderosa, Unit 1fo3 laboratory on Aug~st 9, 1976. : Woodward-Clyde Consultants I I" .h"" 3467 Kurtz Street ~G. - S~n Diego, California 92110 .' R • VALUE DATA 'GRADING ANALYSIS A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. SIZE As RCVD. As USED 315 350 350 MOIST @ COMPACTION • % 16'.2 ' 4" 14.4 13.5 DENSITY. #/Cu. FT. 109.2 3" 111.7 112.6 R.vALUE • STABILOMETER 39 74 80 2~' EXUD. PRESSURE. P.S.I. 210 310 780 1" . STAB. THICK. FEET 0.87 0,38 028 304", EXPAN. PRESS. THICK.FEET Yz" 0 13 0.70 ' 1 50 T. ,I: (ASSUMED) = 4.5 0/8" 101 By.sTAB. @ ,300 P.S.I. EXUD. = 74 Z:J CI.J ' ~~' =4 -< 13> By EXPANSION PRESSURE = Q. 66 =8 0: AT EQUILIBRIUM = 60 ;:16 SAND EQUIVALENT = 12 ;30 DURABiLITY (COARSE) = LIQUID LIMIT = =50 DURABILITY (FINE) = PLASTIC LIMIT = =100 P. I. = =200 ... 'Re;MARKS: (1) Woodward .. Clyde Consultants I : ,. TESTING ENGINEER4AN DIEGO I ! i Reviewed PlL L/ ~J!j~~- -~ r . VF.. 1fl2882 i THC:kh 'T.ll. Chapman, .E. 0 -