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HomeMy WebLinkAboutCT 73-18; RANCHO DEL PONDEROSA UNIT 2; SOIL TEST RESULT; 1976-08-13'" "IItM fa. ... ~""" e • " I~ Testing Engineers· San Diego 3467 KURTZ ST .. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.964·1 -! , LABORATORY NUMBER SD3l-2481 DATE Aug usE .,l~ , 1976 ;' JOB DATA: File 11507, Job. ~fT2-253F SAMP1.E DATA: SiN 1fol, Ba'1~~~~.A~~nue ,at Majano Place. l3ubmitted to the laboratory Rancho del Ponderosa, Unit 1/:2 " on August 9, 1976. Woodward-Clyde Consultants I C-~ C-'2//'( <I Il ' 3467 Rurtz Street $; San Diego, California 92110 . \, R • VALUE DATA GRADING ANALYSIS A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS '. P.S.I. 2'40 105 350 ' SIZE As Rcvo. As USED MOIST @ COMPACTiON • % 14.6 .16.4 12.9 4'~ -- DENSITY. #/Cu. FT. 114.5 111.3 116.8 3" 'R.VALUE • STABILOMETER 17 13 62 2" .. EXUD. PRESSURE. P.S.!. 350 260 340 1" -----STAB. THICK. FEET " 0.19 . , 0.54 %" EXPAN. PRESS. THICK. FEET 0.10 0.80 lh" 7- T. I. (ASSUMED) = ;{0I.s~'1i ?'a" -.-, W BY.STAB. @-300 P.S.I. EXUD. = 14 / Z::J #4 C).J -0( 81> By EXPANSI'ON PRESSURE = 00: 54 #8 AT EQUI1.IBRIUM = 14 #16 SAND EQUIVA1.ENT = 14 ;;:30 DURABILITY (COARSE) = LIQUID LIMIT = #50 DURABI.LITY (FINE) -. PLASTIC LIMIT = #100 P. I. = #200 - ~EM,ARKS': (1) Woodward-Clyde Consultants TESTING ENGINEE~N'DIEGO ,. G;7l;;t:£ __ - . K v-~Fjl 1fol2882 THC:kh T. H. Chap!D3-n, E. -@ ~"ItM.~ ~,.. e e , ~~ Testing Engineers -San Diego 3467 KURTZ ST .. P.O. BOX 809815. SAN DIEGO. CA 92138 (714) 2215.9641 -f . ,LABORATORY NUMBER SD31-2482 DATE August.12, 1976 JOB DATA: File 1f~07 , Job 1f:72-253F SAMPLE DATA: SiN -tf2, Repressa Circle., opposite Lot #~4. Submitted to the Rancho del Ponderosa, Unit :f/=2 labo~atory on Au~ust 9 1976. , : Woodward-Clyde Consultants pC I c.h c::.-- 3467 Kurtz Street San Diego, California 92110 R • VALUE DATA GRADING ANALYSIS A B C D E SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 350 350 350 SIZE As RCVD. As USED _ MOls'r: @ COMPACTION • % .14.0 13.1 12.8 4" DENSITY. #/Cu. FT. 113.4 113.7 114.1 3" R.VALUE • STABILOMETER 65. 79 82 2" EXUD. PRESSURE. P.S.I. 150 320 620 1" STAB. THICK. FEET 0.50 0.30 0.25 %" EXPAN. PRESS. THICK.FEET 0.03 0.23 0.27 ;.2" T. I. (ASSUMED) = 4.5 • %" .. III By STAB. @ 300 P.S.I. EXUD. = z::> 78 #4 C).J -< l3.> By EXPANSION PRESSURE = c· 82 #8 0: AT EQUILIBRIUM = 78 : #16 t , SAND EQUIVALENT = 22 ! #30 I I DURABILITY (COARSE) = LIQUID LIMIT = I #50 , DURABILITY (FINE) = PLASTIC LIMIT = ::100 P. I. = ::200 - REMARKS: (1) Woodward-Clyde Consultants ,. t TESTING ENGI~-SAN DIEGO , Reviewe~»~ I Ide?' -hz 1 THC·:kll T.U[ Chapman/R.E. 1f12882 ! I @ - \