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Home My WebLink AboutCT 73-18; RANCHO DEL PONDEROSA UNIT 4 and 5; SOIL TEST RESULT; 1977-09-08 (2)e' /~ 'Testing Engineers-San Diego 0' ~ ~ SI ! ~ '~M 3467KurtzSt.,p.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 ~ PI(; -""J. ':~ -~' , i.1f(1lt!.W 1903 West Vista Way, Unit 8, . Vista,' California 90283 (714) 75~-3730 .,~,'I' ~ " - LABORATORY NUMBER SD32-2813 DATE Sep.temb~r 6~ 1977 JOB DATA: File 41507, Job 417 7 -.lO 5-8 F -SAMPL.E DATA: Submttted to the laboratory on August 30, 1977 anq' identified' a$ Rancho del Ponde,rosa, Units tl4 and tiS Unit 4J:4, SiN 4J:1 , L'a Selva Way, opposite Lot 41242. Woodward-Clyde Consu1'l;: ant s 3467 Kurtz' Street f San Diego, Ga'tifornia 92110 , R . VAL.UE DATA GRADING ANALYSIS A 8 C D E SIEVE PERCENT , PASSING COMPACTQR PRESS _ P.S,1. 350 350 350 350 SIZE As RCVD. As USED ., MOIST' @ COMPACTION -% 17.1 4" 15.3 13.4 14.4 DENSITY. #/Cu. FT. ,108.6 111.7 112.6 112.2 3" R.VA1:.UE • STABIL.OMETER 20 . 61 81' 2" 75 EXUD. PRESSURE. P.S.1. 140 200 690, 1" 390 " STAB. THICK. FEET 1.15 0.56 0.27 0.36 ~A" EXP.AN. PRESS. THICk.FEET 0.50 0.37 ------Vz" T. I. (ASSUMED) = 4 .. 5 . %" ," IJJ By.5TAB. @ 300. P.S.I. EXUD. = 71 Z:l #4 C)..l , . --< ~> By EXPANSioN PRESSURE = 0' --0:: #8 AT EQUIL.IBRIUM = 71 ¢:16 ' " --- SAND EQUIVAL.ENT = 17' #30. DURABIL.ITY (COARSE) = LIQUID 'LIMIT = #50. DURABIL.ITY ( FI i-II;;) = PL.ASTIC LIMIT = " =1'0.0. P. I. = .. ::20Q ' . REMARKS: (1). Wood~vard -Clyde Consultants TESTING Eh~INE~AN DIEGO , ~q;. " - THC:kh T. H. {Chapman, f .E. iJ:l2882 @ ~\ , , o • fI 3467KurtzSt., P.o. Box 80985, San Diego, Ca. 9~138 (714;2~5-9641 • Testing Engineers-5an Diego· . , 1903· West Vista W~y, Unit~, Vista!, Califonjia 9028~ (714i758-373o LABORATORY NUMBER SD3'2-2814 JO,B DATA: File 1/:507, Job 1f:77-105-8F DATE September 6, 1977 SAMPLE DATA: Submitted to the laboratory on August 30, '1977 and identified as ~ancho 'del Ponderosa, Units 1/:4 and 1/:5 Woodward-Clyde Consultants Unit #4, SiN #2, Somb~osa Street, opposite Lot 1/:255. 3467 Kurtz Street· San Diego, California 92110 R • VALUE DATA GRADING ANALYSIS A B c D E SIEVE SIZE PERCENT .As RCVD. PASSING As USED COMPACTOR PRESS. P.S.1. 350 350 . 350 4" MOIST @ COMPACTION • % 15 •. 3 13.5· 12.7. 3" DENSITY. #/Cu. FT •. 115.8 11,3~3 ' ,115.4 2" R:VALUE • STABILOMETER 25,. 69 82 EXUD. PRESSURE. P.S.I. 1" 180 300 650 STAB. IHICK • FEET %" 1.07 . 0.45 o 26 EXPAN. PRESS. THICK. FEET *" ------0,.43 I. I. (ASSUMED) = ,4.5 %" ,. 69 By ,STAB. @ 300 P.S.1. Exuo. = #4 " IIJ Z:l 1!l.J ~< I----------------------~----------------------~----------~~· Ill> " #8 --0'0::: I--~----------------~--------------------~------------~---- By EXPANSION PRESSURE = AT EQUILIBRIUM = 69 #16 SAND EQUIVALENT = 18 #30 DURABILITY (Cc;JARSE) = LlQUlo: LIMI.T = #50 PLASTIC LIMIT = =100 r p~ I. = ;:200 REMARKS: . ~ , (1) Woodward-Clyde Consultants TESTING J;l~ INEsadN DIEGO .C~· THC:kh 't.H!' c~apman:, vR.E. ,1/:12882 • Testing Engineers-San .Diego . 346!KurtzSt., P.O.Box80985, San Diego, Ca. 92138 (714)225':'9641 1903 West Vista Way, Unit ~:, Vista, California 90283 (714) 758-3730 LABORATORY·NuMBER SD32-2815 DATE Septembe'r 6, 1977 JOB DKrA: File 11=507, Job 1f:77 .. 105-8F SAMPL.E DATA: Submitted to the laboratory on Augu~t 30, 1977 and identified as Unit 11=4, SiN 11=3,. Labacl;1a and El Rastro, o ppos i te Lo t .11=268 ~ Rancho del Ponderos'a, U?i ts 11=4 and· 11=5 Woodward-Clyde Consultants 3467 Kurtz Street San Diego, 'California . 92110 " . ~ r GRADING ANALYSIS SIEVE SIZE 4" 3" 2" 1" 14" lAz" ~" 8 . #4 #8 ;\016 #30 . #5.0 "'100 #200 REMARKS: . PERCENT. PASSING COMPACTOR PRESS • P.S.1. As Rcvo. As USED MC;>IST @ COMPAC.TION • % DENSITY. #/Cu. FT. R.VAL.l!E • STABIL.OMETER EXUD. PRESSURE. P.S.1. STAB. THICK. FEET ·EXPAN. PRESS: THICK. FEET T. I. (ASSUMEb) = By.STAB •. @ 300' P.S.I. EXUD. = By EXPANSION PRESSURE = 'AT EQUI·LIBRIUM.= SAND EQUIVALENT = DURABILITY (COARSE) = ---- DURABILITY (FINE) = (1) Woodwar4-Clyde Consultants TESTING ENGINEERi-?AN DIEGO TrIC:kh . Reviewe4~~ ~. c;;;;;:jJ; /,/ iff . . .'::-:::. ..... f -! T.HI Chapmd.ll, ~. 1tl2882 . e '. !hI!!R~_ Testing Engineers-San Diego . '. em 3467Kurt~St., P.O. ~OX809'85, SanDiego, Ca.·9~138 (714)225-9641 /lfJifiifjJJ 1903 West Vista Way, Unit~, Vista,. Californi~ '90283 (714) 758-3730 LABORATORX NUMBER SD32-2816' DATE September 6, 1977 Jb.B DATA: File 1ft507, Job -if77-105-8F Rancho del Ponderof?a, Units· .1/:4-and 1ft5 Woodward'-Clyde Consultants' 3467 Kurtz Street San Diego, C.alifor~ia 92110 GRADING ANALYSIS .f. i , , SAMPL.E DATA: Submitted to the 1abor~tory on August 30, 1977 and ident~fied as Unit.ift4, S/N'it4, . Jac'aranda, .opposite Lot ift314. R • VAL.UE DATA A 8 C D SIEVE SIZE PERCENT PASSING COMPACTOR ~RESS • P;S.1. . 350 350 350 As RCVD. As USED MOIST @ COMPACTION. 0/0 14.7 1,2.9 13.8 4" 3" DENSITY. #/Cu. FT. 113.5 115.0 114.3 2" 2'9. 79 R:VAL.UE • STABIL.OMETER' 60 1" 140 350 EXUD • .PRESSURE. P.S.I: . 18Q :%,~. 1.'01 0.30 STAB.' THICK'. FEET 0,57 112" ---0.10 T. I. (ASSUMED) 4.5 .%" ,'" 77 ;::4 --#8 AT EQUILIBRIUM' = 77-:1=16 SAND EQUIVAL.ENT = 17 #30 . DURABIL.ITY (COARSE) = LiQUID "LIMIT = =50 DUR,ABIL.ITY .( FINE) = PLASTIC LIMIT = :;100 P .. I. = =200 REMARKS: (1) Woodwa.rd-C1yde Consultant;,s THC:kh T.H. Chapmah, .E. #12882 E , e ' Testing Engineers-San Diego 3467KurtzSt., P.o. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, UnitB, Vista, qalifornia 90283 (714) 758-3730 -========================================~====================================I LABORATORY NUMBER SD32-2817 JOB DATA: FUEl 1/:507, Job,If77.:.10S-SF Rancho del Ponderos'a, Units,4ft4 and Ift5 Hoodward-C1yde Consultants 3467 Kurtz Street sari Diego, Caii'fornia 92110 GRADING ANALYSIS SIEVE SIZE 4" 3" 2" 1" '3'" /4 ¥:!" 31.: " ,8 ,'". FER CENT As RCVD. PASSING As USED COMPACTOR PRESS. P.S.I. MOIST @ COMPACTION • %' DENS'ITY'. #/Cu. FT. ' R.VA1.UE ~ STABILOMETER EXUD. F~E:SSURE • F.S.I. STAB. THICK. FEET EXPAN: PRESS. ,THICK.FEET T. J. (ASSUMED,) = DATE Septemb,er 6, 1977 SAMP1.E DATA: Submitted to the 1aborato,ry 'on August' 30, 1977 arid identifi~d as Unit #4, SiN #5, L~s Pinos, opposite Lot 11290. ' A B C D 350 350 350 13.7 15.4 14.6 112.8 72 220. 0.40 0.,17 By.sTAB. @ 300 P.S.1. EXtJD. = #4 By EXl>ANsION PRESSURE = #8 AT Ec;iuILIB~IUM = 1'16 SAND· EQUIVALENT ,= #30 DURABILITY (COARSE), = LIQUID LIMIT = #-50 DURABILITY (FINE) = PLASTIC LIMIT = ::100 P. I. = ::?::..OO REMARKS: (1) Woodwa:r.4-C1yde Consu.1tants AN DIEGO THC:kh E • Testing Engineers-San Diego .. .. • r. 3467Kurt~St., P.O. Box 80985, ~an'DjegO, C~. 9~138, (714)225-9641' ' 0 8 : i 0 > ~ ~ ~ 1903 West Vista Way, Unit~, Vista', California 90283 (714) 758-3730 -"",~ ~ • • , L.I'\BORATORY NUMBER SD32-28l8 DATE September 6, En7 - JOB DATA: File 11507, Job 1J:77 -105 -8F SAMPLE DATA: Submitted to the laboratory on .t\ugust ,30, 1977 and identified as Ranc'ho del Ponderosa, Units 114 and 115 Unit 1J:5, 'SiN 116, Las Mientas and I;a Cape,la, opposite Lot 11327.- Woodward-Clyde C~)Usultants 3467 Kurtz Street I t San Diego, California 92110 " " R • VALUE DATA . GRADING ANALYSIS A S' C D E SIEVE PERCENT PASSING C6M~AC.TOR P~ESS • P.S,!. 350 350 350 SIZE As RCVD •. As USED " -MOIST @ COMPACTION • % 15.3 14.4 13.5 4" DENSITY. #icu. FT. 112.7 112.5 114.2 3" R-VALUE • STABILOMETER 44 " 68 82 2" EXUD. PRESSURE. P.S.1. ,210 300 800 ' , 1" ~ . STAB. THICK. FEET ,0.80 0.46 0.26 %" EXPAN. PRESS. THIC:;K·FEET 0.17 0.26, 1.47 V;z" .. T. I. (ASSUMED) = 4.5 %" ," w BY:STAB. @ 300 P.S.1. EXUD. = 68 'Z'::> #4 ' C} ..J " -< -m> 'Oe::, By EXPANSION PREs~njRE = 73 I ' , #8 I I AT 'EQUILIBRIUM = 68 #16 SAND EQUIVALENT = 13 #30 DURABILITY (COARS'E) = LIQUID, LIMIT = '~50 , , DURABII.ITY (FINE) = PLASTIC LIMIT = ;100 P. I. = ;0;200 - REMARKS: t (1) Woodward-Clyde Consultants ENOIN~SAN D~GO TESTING .. c;;;;gr!J1 . ---=:; 'U I. t.{J,-, , THC :kh T. H. Chaprna-q,)R. E ~ 1112882 , ® ~,. -.