The URL can be used to link to this page

Home My WebLink AboutCT 73-18; RANCHO DEL PONDEROSA UNIT 1; SOIL TEST RESULT; 1976-02-04'0, , , o (j) , . ' , . • , ' Testing Engineers A,San Diego 3467 KURTZ ST •• P.O. BOX 60965. SAN DIEGO. CA 92136 (714) 225.9641 ,1========================================= t: 1 i' .I i !. L.ABORATORY NUMBER SD31-350 " JOB DATA: 507, TESD 1f1086, Job 1172-253 SAMPLE DATA: between Lots Rancho del Ponderosa, Unit 1f1 laborator:>:" on Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 " GRADING ANAL. YSIS A SIEVE PERCENT PASSING COMPACTOR PRESS. P.S.I. 350 SIZE ~"';VD, As USED ~ , MOIST @ COMPACTION • % 4" 16.2 DENSITY. #/Cu. FT. 113.3 3" R.V"'LUE • STABIL.O,MET~ER 41 2" ,EXUD. PRESSURE. P.S,I. 260 I" STAB. THICK. FEET· 0.84 0/.." EXPAN. PRESS. THICK. FEET 0.47 'h" January 3D, 1976' ~ ~ SiN 115, La Macarena Drive 116 and 117 • 'Submitted to January 26, 1976. R • VALUE DATA~ B C P 350 235 15.3 17.1 111.3 108.9, 64 26 320 220 0.52 1 .• 06 0.97 0.43 T.I. (ASSUMED) = 4.5 %"" III By ,STAB. @ 300 P.S.I. EXUD. = z:> I!).J #4 -< la> By EXPANSION PRESSURE = o· 0: '6 AT EQUILIBRIUM = ;1016 , ' SAND EQUIVALENT = #30 " , DURABILITY (COARSE) = " ;1050 , . .. , , >. DURABILITY (FINE) = I j, #100 " 'j , . II , .. " i , r ~200 v ': I EMARKS: 'I . '~ , 'J .j (1) Woodward-Clyde Consultants \ , ,I i ! " , THC:kh '" 55 55 55 14 L.IQUID L.IMIT = PLASTIC L.IMIT = P • I. = il the i : ; f ~ \ E : ; I t -: J ; I ; I i I I! , \ o Testing Engineers· San Diego I 3467 KURTZ ST .. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 .I,============================================================================~================ j ~. .. LABORATORY NUMBER SD3l-351 D .... TE January 30, 1976 , r . JOB DATA:507, TESD 1fol086 , Job if:72-256 SAMPLE DATA: SiN 116, intersection of La Macarena Drive Rancho del Ponderosa, Unit 111 mitted ; 1976. l Woodward-Clyde Consultants i 3467 Kurtz Street i" San Diego, California 92110 I i GRADINS:; ANALYSIS , ·1 , , SIEVE SIZE 4" .-3" .2" 1" %" *" .\'%!' '#4 #8 #16 :#30, " #50 , C #100' , #200 : ,/ REMARKS: 'J "'-:1 '.j . \ I ·1 -, .. "' .) " PERCENT PASSING COMP .... CTOR PRESS. P.S.I. As RCVD. As USED MOIST @ COMPACTION. 0/0 DENSITY. #/CU. FT. R.VALUE • STABILOMETER EXUD. PRESSURE. P.S.I. STAB. THICK. FEET EXPAN. PRESS. THICK. FEET T .•. (ASSUMED) = w BY.ST .... B. @ 300 P.S.J. EXUD. = Z:J C).J -0( -13> c· By EXPANSION PRESSURE = 0: • AT EQUILIBRIUM = SAND' EQUIVAI.ENT = ", CURABILITY (COARSE) = DURABII.ITY (FINE) = " ... ,-';1' " !" .. t _ : _'f J-, ~ . ' " .' ,,/ (~) Woodward-Clyde Consultants 'THC:kh 4, .... ____ ~ ________ ~ __ _ ' .. to the A 125 21.3 103.2 15 380 1.22 1.17 4.5 11 13 11 9 and Los Pinos Drive. Sub- laboratory on January 26, .> -R . VAI.UE DATA B C D 80 85' 23.2 22.,3 98.9 100.6 7 9 210 260 1.33 1.30 0.43 0.50 I LIQUID LIMIT = PLASTIC LIMIT = " P. I. = 'I ! ; i l J E , : \. ; I. : t , I . : -' ; .' ! j e'" ...... ~ t· '"-I. '. '~ f~' o Testing Engineers· S~n Diego 3467 KURTZ ST .. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 ".' "'======~============================================================================================= f LABORATORY NUMBER SD3l-3S2 DATE " January 30, 1976 r JOB DATA: 507, TESD 111086, Job '1ft72-253 1 SAMPL.E DATA: siN #7, intersection of La .~ Rancho del Ponderosa, Unit #1 Macarena Drive and Amargosa Drive. Sub- ~itted to the laboratory on January 26, 1976. ) I 4" . I 3" "', 2" " 't, I 1" .' #4 #8 #16 #30 #50 I' .; . ! . " \ #100 . i , Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 ·T. I. (ASSUMED) = 4.5 III ~~ 1 __________________________ ~~6~1~ ______________ ~------__ ~----~ 1iJ> c By EXPANSION PRESSURE = 55 ~I-----------~------------~~--------~------~----~------ By.sTAB. @ 300 P.S.l. EXUD. = . AT EQUIL.IBRIUM = 55' SAND.,EQUIVAL.ENT = 9 ...... -I==~==~====~====~~====~==~====~== DURABIL.ITY (COARSE) = LIQUID LIMIT = . , DURABIL.1TY (FINE) = PL.ASTIC LIMIT == J f .... P. 'I. = 1~#2~00~======~==================b:======================~====~==================~======= I .'. j REMARKS: . ,':) . ~";'l . i . i ! '. { I . ' THC:kh TESTING ENGINg. ERS: I' . G -;11 " BY--T-.-~~~ma~~~.-{'-~1-2-8-8~2~--~--- ---.......----~~--.-.------ ,-. ". " . ro" ' T J, .I '@"'" '. . , , . o o Testing Engineers· Sari Diego 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO. CA 92138 (714), 225.9641 l'====--====================::;:::===::;:::============ LADORATORY NUMBER SD3l-353 DATE January 30,' 1976 " I I JOB DATA: 507, TESD 111086, Job 1f:72-253 SAMPLE DATA: .sIN 1f:8, Amargosa Drive, ·1 opposite Lot Rancho del Ponderosa, Unit 1f:l laboratory on J \' Wo",dward-C1yde Consultants' 3467 Kurtz Street San Diego, California 92110 GRADING ANALYSIS , I -i f. j~ 'j . : .. SIEVE SIZE 4" 3" 2"· 1" ~" ¥.z" ~" .. " '''4 #8 #16 #30 #50 j , #1oo{ i: : ., #200 , . ' " ,,' ' 1,. 'i REMARKS: . J '.1 '., J , , ... -, '# / PERCENT As RCVD. , , . , , .}~ ~ ", PASSING COMPACTOR PRESS. P.S.1. AS USED MOIST @ COMPACTION • % DENSITY. #/Cu. FT. R.VAl.UE • STABILOMETER EXUD. PRESSURE. P.S.l. STAB, THICK. FEET EXPAN. PRESS. THICK.F'EET T. I. (ASSUMED) = " w , By ,STAB. @ 300 P.S.l. EXUD. = Z;:J CI..I -< g}> By EXPANSION PRESSURE = o· D:: " . AT EQUILIBRIUM = " SAND EQUIVALENT = DURABILITY (COARSE) = , . " , ~ ..... DURABILITY ( FINE) = , '.:1 , i €-r) Woodw:ard-C:fyde .. Consu1tants . \ " , , , : THC:kh , , ~. : , ,-", "f __ ' ____ .. __ ~ __ . ,,' A 350 14,.8 H2.8' 57 140 0.62 0.01 4.5 67 78 67 8 63. Submitted to the January 26, 1976. - R • VALUE bATA B C D 350 350 13.0 ' 13.9 113.4 113.0 8~ 77- 45Q 370 0.28 0.40 0.77 0.,23. LIQUID LIMIT = PLASTIC LIMIT = P. I. = ~ E i ! I I I , ! , ' I , . , , , " , i , " i .. ! ; ; i r , I"" ,@ .. -,,,, .. , . , . , ' '. ' o 0' Testing Engineers ~ San' Diego 3467 KURTZ ST •• P.O. BOX 60965. SAN DIEGO. CA 92136 (714) 225.9641 ,~ . );=, ========:::::;:================================:========== "I L.ABORATORY NUMBER SD3l-35'4 1 I i JOB DATA: 507, TESD , DATE 1/1086,; Job 1/72-253 SAMPLE DATA: Pino.s .Drive January 30, 1976 sIN 11=9, intersecticn of Los and La Tinada Cou·rt. Sub.,. ; J Rancho de Ponderosa, Unit if:! mitted to the laboratory on January 26, 'j , i I I' 1976. Woodward-Clyde Consultants 3467 Kurtz Street San Diego, California 92110 · i GRADING ANAL.YSIS ., , ! j 1 t · , I r .\ , t , SIEVE SIZE " 4" . -3" ' 2" t" '3A" *" %" ., . " .' #4 #6 #t6 #30 #50' ". #100. i,' #200 , ; REMARKS: ., : . , , , , '. : , ·F, i '..!, .' .. PERCENT PASSING COMPACTOR PRESS. P.S.1. As RCVD. As USED MOIST @ COMPACTION. % DENSITY. #/Cu. FT • R.VALUE. STABILOMETER EXUD. PRESSURE. P.S.I. STAB. THICK. FEET EXP.AN. PRESS. THICK. FEET T.'. (ASSUMED) = 111 By.sTAB. @ 300 P.S.I. EXUD, = Z::l I!I..J -< ~> C· ' BY,EXPANSION PRESSURE = 0: .1 AT EQUILIBRIUM = SAND E;:QUIVALENT = " . . DURABILITY (COARSE) = '~ , " . .' .,' '" I DURABILITY (FINE) = " -",'1' ... ~~.: '. "-.,is: . ., .j " .J , "~ ,~woodward-clyde,consultants .. ,;~ '. ! . J . , · I I . ' ., . ' THC:kh ') ... -.~-------. " " R • VALUE DATA A B C 0 250 350 145 16.9 15.0 17.8 110.2 111.8 i07.6 23 67 15 230 340 130 1.10 0.48 1.22 " 0.43 1.00 0.37 4.5 43 49 43 9 L.IQUID LIMIT = PLASTIC LIMIT = P. I. = 'I E i i , i I , i I , t : , j \ I I 1 I I I .I . 1 , S . I t f l. I I " I r .' ..... , . ~. :-r'·;: .. ,: . t,'/ ~,~";,"~s:;ng'~ngin~~: S~n Diego . I;:: ~ ... ,. 3467 KURTZ ST .. P.O. BOX B09BS. SAN DIEGO. CA 9'I3B ,,' 0, (714) 225.9641 !:' ~'=' =========.=:;==================;==========:======;:====== f LABORATORY NUMBER "..; SD31-355 DATE Januci:t'Y 30, 1976 ,e: ... JOB DATA: 507,:TESD:1/1086" Job' 1172-253 ·F~~ Rando del' po~~erosa: Unit 111 SAMPLE DATA: sIN :tflO, La Tinada Court, be- tween Lots 49 and 50. Submitt:ed to the II laboratory on January 26~ 197.6. },:; , . ,- :~ . ",( r.,' , Woodward-Clyde Consultants t;'[;~;,:;::;~! 1 D~~~: ~;~~~~rnia 92110 . .'~. ~ ~. .. ' . . ·.~t .,,:;. ... .. , .~ '. ) PERCENT As RCVD. PASSING As USED R • VALUE OAT-A I ____________________________ ~--~A~ __ I __ --B=-__ ~ __ ·~C~_+-__ =D----+-~E~~~, COMPACTOR PRESS. P,S,I., 250 350 ,350 MOIST@COMPACTION"%j' 1 __________ ~ ___________ ~l~6~.~6--~1~4~.~8 __ 4~1~3~.~9--_~------I------ DENSITY. #/Cu, FT. 110.4 113.3 114.1 R-VALUE • sTABILOMETER 24 5.0 78 EXUQ. PRESSURE. P.s.1. 230 250 480 STAB. THICK. FEET 1.10 O~ 72 0.32 EXPAN. PRESS. THICK.FEET 0.23 0.27 T. I. (ASSUMED) = 4.5 ,.' ~4 . ,;..: :z: ~ By.sTAB. @ 300 P.S.I. EXUD. = 63 ~~ I--------------~~---~~----------~------------------~~~~~~ :3> o Ii By EXPANSI01';l PRESSURE == i ,""4, I ",#30 , [.~ ~ :, , ,h . .! ,~~ I.~., '\, ,,~ ~ , , ~ : .. " .:: ----- 65 , ·--------------~----~-I AT EqUll.lBRIUM = 63 " 1===k~========================================~==9,j . SAND EQUIVALENT = 11 :.---I====·~d!b:==~':=======================~==~====~==~====~============:,i DI,IRABILITY ('COARSE) = , L.IQUID L.tMIT = Pl;.ASTIC L.IMIT = P. I. = , .... ' ~, .-::_; r:,-:~~. i:'~/'~~~~ (~:~d~~~d-C1yde Consultants THC:kh I -~". -. .J '.-. '"