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Home My WebLink About; JEFFERSON STREET INTERCHANGE; JEFFERSON STREET INTERCHANGE CONSOLIDATION TESTS; 1969-11-13STATE OF CALIFORNIA—TRANSPORTATION AGENCY RONALD REAGAN, Governor DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS DISTRICT 11, P.O. BOX 390, SAN DIEGO 92112 November 13, 1969 11-SD-78 0.2-1.3 11201_040961 Mr. Hunter Cook City Engineer City of Carlsbad 2960 Plo Pico Drive Carlsbad, California Dear Sir: Pursuant to your request we are enclosing copies of the consolidation tests in the vicinity of the sewer pumping plant on Jefferson Street. Very truly yours, J. DEKEMA, District Engineer By R.N. CLARK, District Design Engineer DMR: S s d Attach. CC: ERS DMR • NOV 14 1969 CITY OF cARLSBAD Engineering Department 'I'll hull urn 11'lu.Ilul PUUI'..I.I I'll' 'I'll iii.. "U. 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MOISTURE CONTENT /0 . , / DATA GROSS I pS 0 TARE NET WET NET DRY. GMS % WET DRY SATURATION ________________ WET DRY BEFORE TEST /, Y/;. /3 :7-1 /4/,9-/? 1Z BEFORE AFTER TEST )-?4! /O?c't k 93,d1I4kV /5,/. AFTER LOAD T/FT 2 0 1/16 - 1/8 1/4 1/2 I 2 4 8 REBOUND 12 1/4 1 1/16 TOTAL CONSOL0h VOIDS RATIO _ T LOAD / FT. 2 1/16 1/8 1/4 1/2 I 2 4 8 REBOUND TIMEIMIN DATE : DATE DIAL READ DATE DIAL READ DATE AA DATE : DATE DIAL READ DATE A READ DATE DIAL a A DATE AD T--- .2.__ 35 _ LI I%_) f IM I I I I 30 I I 'I I Iio I I g- flu ii 11 ri CII I1 - TOTAL % I INCHES % I INCHES % I IN % J INCHES % 1INCHES1 S INCHES S JINCHESI S JINCHESI 5 tiA .7MATERIALS a RESEARCH DEPARTMENT •IOB NO. ___________ 1 VOID RATIO CALCULATIONS 3O N0 7 CAI r RY 44Joo nArF BY!6--ZL—DATE ' =I.284x e0 4Z9 9971 d e118: .197 -(.DO','f'x 1.397 ) - ,39O- 1/4 = D104 x. 1 /2 : -(______ )= - 2 = .-(_,o4-2-31 )= - .338- 4 -(,f'x 8 -(.o 'c ) - .• 2 = - ( 7 -x - = . .gc CL- 1/4 = '-C .p624.-x ) = - = '310- V8 = - (________ x ) = - - /16= - ________= 320 * °L SATURATION BEFORE TEST s Sp.Gr.x%M (7O X- "" : % e0 AFTER TEST Sp.Gr.x%M - 2i7D ) /; r = %= *ev16 .320 •. /L?4 PERMEABILITY "K" K(ft/hr) = 2.561 x Ae H2 4 p(I+em)t WHEN: A Change in void ratio H Length of droinae path Ap: Change in pressure (T.S.E) em: Average void ratio. : Time in minutes for 50% consolidation FORM T-2060(Rev.3-62) 0 --- - hATE OF CALIFUHNIA DIVISION OF HIGHWAYS MATERIALS a RESEARCH DEPARTMENT worm T-247 (Rav 3-621 iNSOLIDATION TEST DAT1 -------------------------------- -----------------------------J___ -----------------------------_.6_._ JOB LOCATION_--------- SAMPLE ELEV._____DEPTH.__....__ GROSS DRY CALC. II SHEET— _...MACHINF ..k _DATE STARTED TEST BY_,_ _.CALC_4LC_ CHKD11_- - b /17 MOISTURE CONTENT DATA WEIGHTS MOISTURE I UNIT WI. / % SATURATION GROSS TARE NET NET GMS % WET DRY WET BEFORE TEST j$( FDRYj /'/Z 16 1 /3 BEFORE AFTER TEST /24.8 I - LZJ87.4t /.3.'/ /57. >J< AFTER LOAD T/FT 2 0 1/16 i/s 1/4 1/2 I 2 4 8 REBOUND 11 2 1/16 TOTAL CONSOLO4 VOIDS RATIO LOAD T/FT.2 1/16 I/B 1/4 1/2 I — 2 4 8 REBOUND 2 TIMMIN DATE DIAL READ DATE : DATE AT DE DATE DIALAA READ DATE READ DATE READ DATE DATE RE AD INITIAL 0 - 0 0 0 (I) &___322 42 _._.3______ .ii g181 / _L_4_±__I1.______ 30 SO - — INCHESI °' 0/2 41 s1v 2__iL2____>< _ aQ !'_ _ 2_1 J1 92. _ 23 _47_ Q) _4&_ .1 2 - — - 49 1 6 3 _2______ — — — 2_ Sol 6.5 17 - — i 67 35 - - - 17 (09) 45 69 ______ INCHESj % — — - A9 084c 12 'I / - - - - - — —130 - Th - ç I 13 1- 16 - - - riL -. — 6- 140Li Ix .2 _ui lii .LIL - 07 _ _ Vr7G I _ __ 24 43 7 ii 79/Eu'-s 4-/o g7 48 72 Las TOTAL INCHE % INCHES % INCHES % INCHE % % INCHES % INCHES S INCHES 5 INCHES S CONSOL. .ó(V~. OO7 .5. 04'36 f?24. 0 S.. )/MATERIALS 8 RESEARCH DEPARTMENT VOID RATIO CALCULATIONS -JOB NO. 3 30RING NO. ________ ( A i r ov r% A"rr ci,.. X-1 :6 /6TOJ f3 CHECKED BY DATE :14X _______ _________ e0 t 53sf 479 e118 179 (bo4c5 x 4.79 )= - ' 1/4 : -(?gx .. - ... = .46 -7., 1/2: x )= - = -( i&Z/9.rX )= .44.7- 2 : -(_•Of-x - = 4 41S- 8 -( •O575 2 x )= - 39Z- 2 : -( .fçx - = .397-. /4: V8 = 116= -( Mill' . - 4 % SATURATION BEFORE TEST' s Sp.Gr.x%M /&Z 90.0 e - '.179 AFTER TEST Sp.Gr.x%M *ei,16 PERMEABILITY "K" , .. FORM T-2060 (Rev.3-62) K(ft/hr): 2.561 x IO- H2 p (1 4 e m)t WHEN: Change in void ratio H : Length of drainage path p: Change in pressure (T.S.E) em: Average void ratio. = Time in minutes for 50% consolidation 0 MA1HIAL5 UI RLSEARCH DEPARTMENT - T-247(Rev.3-62) "NSOLIDATION TEST DATA K DESCRIPTION_ 211r6'2 /I? _ii~4ø6i_ - - ------------ ----------------______ -------------------------- - JOB NO._ LOCATION_--------- SAMPLE NOJ ELEV.DEPTH._ GROSS DRY SHEET_ /---MACHINE -2-0-DATE STARTED 2.rEST BY_.CALC_ CHKD_ - _ TURE CONTENT MOIS DATA WEIGHTS MdISTURE UNIT WT. % SATURATION GROSS TARE NET NET GMS % WET DRY WET BEFORE TEST 77-0- AFTER TEST - ,,.2492-,0I '- 17 2L,2i3S >J< AFTER LOAD T/FT.2 I 0 1/16 1/8 1/4 1/2 - I 2 4 8 REBOUND 2 l/I6 TOTAL NSO1O VOIDS RATIO LOAD T/Ft2 1/16 1/8 1/4 1/2 I. 2 4 8 REBOUND 2 TIMEj NUN DATE : DATE : DATE DIAL READ : DATE DATE : DATE DIAL READ DATE DIAL DATE A READ 4LØ DATE READ INITIAL - 4 4-iO Je s g-i I 0 - - &Z /7 - - - - - 13 6 70 U) / 2J.L_L. . j--- -- _i1_ 30 ZS 39 42 z 30 141 U!!. I - - 4- INCHES! % I - - 2L& - - - - 6 1/4 i1 _17 - I as ± &5_ - 6391 7 37 -70 15 : job 25 - - - - 1_50 L L__ 45 /3 60 1.-SO INCHESI % 62 1±- M = - 21 °' 1441 - - 1/16 4 — — — Zy7 5 : I —j-5o I zL_4 '.L___ 8 5/0 - - - aL L ILL LZ&4ZZ _t -- -- 72 96 -- TOTAL INCHE % INCHES INCHES % INCHEl % INCHE % INCHES % INCHES % INCHES % INCHESU % CONSOL 3•4 1' MATERIALS a RESEARCH DEPARTMENT JOB NO. )l-q61? VOID RATIO CALCULATIONS JORING NO._________ A4. I Bv&7T DATE$—) ' ______ 77._##/ff3. e0 ________ o g 9'- 7(2_i e118: -( X - ) 1/4=O,9b2 -(.oô-x h 96 ): -. l74________ ______________ I/2 = -(—,ôoZ('-x )= = .'373 2 = .0149 ): - = 4 = -( .D'/'&'x * - = Sao- 677 _)= - 2 : - C• ôS o x ) - • 85Z __________ 1/4: -( ,24Lx ) - = .904- 1/8 -C x /16: 0057 X % SATURATION BEFORE TEST s I Sp.Gr.x%M - e0 - AFTER TEST s Sp.Gr.x%M - >/ 1z.4- - PERMEABILITY "K" K(ft/ hr) :2.561x10-3 x _H2 Ap(l+em)t WHEN: Ae Change in void ratio H Length of drainage path p: Change in pressure (T.SF) em Average void ratio. Time in minutes for 50% consolidation FORM T-2060 (Rev.3-62) LN V 7-7 Form 1-247 (Rev. 3-62) MATERIALS & RESEARCH DEPARTMENT 'NSOLIDATION TEST DAT4 LOCATION SAMPLE NO2 11) - - - DATA IM.]1.1 % pill"MoAl- ow. 01.00829- ________________ AFTER TEST 9 WaS n rn WA P11 • 1 II YI • fl - - ________ EPIJ__1II -,Wa I.--El -- 11 D____ WA illi PAl C, n El .4- ii fl — _FFJ 11— -- -U_________ - -- ____-- - 0 if; d MATERIALS a RFSFItPCH flFPARTMFMT VOID RATIO CALCULATIONS 'OB NO. 3 OR1NG NO._________ (Al r my FAY C :62.4x 2a'7? : /74./ /f 3- LCHECKED BATE4.b)4 'i :I.284x ______= 97,7/#/ft 3 e0 .7S'd ________ = . 985 .7. 7 e118 -( x 1/4: -( X 1/2 =.9 —(.0oz-40 X = -( '007?, x )= .- ___________ •971' 2 —(.0171x )= - __ .)= - 899 8 —.((0&'?L X 2 -(.SJ77-'X 1/4: -(c4-ci I - = . 90(0 x - = IA6: -(_ - _________ .927.- * % SATURATION. BEFORETEST s Sp.Gr.x%M• 74)( 33 5 ,. = e — .985 AFTER TEST s Sp.Gr. x % M - 7c7 X = / O . % .92.7 PERMEABILITY "K" - K( ft/ hr) = 2.561 x x e H2 p(I+em)t WHEN: Ae Change in void ratio I •H Length of drainage path np.: Change in pressure (T.S.E) em: Average void ratio. Time in minutes for 50% consolidation I FORM T-2060 (Rev.3-62 ) MMItIflALS th RESEARCH DEPARTMENT Lbrm T-247 (Rev. 3-62) rr)NSOLIDATION TEST DAT,A DESCRIPTION _4Jti_grry_ cLa yz_,id_ - --------------------- ------------------LOCATION --------------------_________ - -------------------------------------- JOB NO.--.!Z96-6---7 __________ SAMPLE NO /6 L _ ELEV._____DEPTH._____ GROSS DRY SHEET-- L. _MACHINE_±_DATE STARTED_EST Y C A L CC- ot '5610 DATA MOISTURE CONTENT WEIGHTS MdiSTURE UNIT WI. SATURATION GROSS I 1 TARE I NET I WET NET DRY. GMS % WET I J DRY WET I DRY BEFORE TEST 1/9..- >Z1 /44 /9.4-.' i?.'4'j/OB. BEFORE AFTER TEST ,is: lit) -?.O I c /95 >'ZJ>< AFTER LOAD T,,p12 0 1/16 I/B 1/4 1/2 I 2 4 8 F- RE OLINfl 2 1/16 TOTAL CONSOL0/ VOIDS RATIO LOAD T/FT.2 1/16 1/8 1/4 1/2 I. — 2 . 4 8 REBOUND 2 TIME1MN DATE : DATE : DATE : DATE DIAL READ DATE :: DATE R EAD DL DATE DIAL DATE DIAL EA. DATE DIAL READ INITIAL f- 41 .es j L .&S 4-1-z- As 14-8 L_ T - -p-- -p-- 7y -a-- (I) - -__ - -- - - - !?___ ) _Lo 15 2,8p _____._ __ 3c 46 It IM - 1 2) R 7 - C 7 INCHES! 0/2 /3 23 40 60 1.61,50 2±_1 (03 Is, ___>< 3 . - - _-_ - - - (I) ILI .! 32- 5A 12...__ ____ 33 59 or !______ — — _-_ 43 19 .2.9 —V06 - - — — 7 4 4..9 _Z& — - INCHESI % 1jq - —117 — IZO L ±! LA 16 J! -__- — _-_ - —90 L1 c ,-% *--I — -__-__- _—_a_± _L__ — — - — LZ.Z. thL ±r o 7 - /2.!443?2Z Lf.) 48 . . /71 72 _ . . 7- 96 TOTAL INCHES % INCHES % INCHE % I INCHE % I INCHES % INCHES % INCHES % INCHES % CONSOL. [INCHES % .tOZOt 3 .0/,l Ili 01971, _ .031 o4 — 07I 151 C.) MATERIALS a RESI CH DEPARTMENT / VOID RATIO CALCULATIONS JOB NO. — 80R1NGN0.________ CA LC. BYj1t'ek DATE 0 ' =62.4 x F=tI]CHECKED BY DATE _______ ":L284x 83 /0ft .3 e"S1 5'.7 ,54Ji /O&5 e1i8 .5/ -(160.0 X i51 ) .54/ - . = 537 /4: -(.004'9x •)= •- - /2: -(oio/ x ) - # O/• = _____ )= - O3d' ______________ 2 = -(.932I x )= - .054 4 -L2'/9?x - 8 x )= - .•1119 . 2 = -(.Ot'S/x )= - ________ = •• I/4 1/8 X )= - IAG=-(. -0 7L x % SATURATION BEFORE TEST %- Sp.Gr.x%M - X ,,'9_._ e AFTER TEST S% - Sp.Gr.x%M = , ;-19 ~ - * e1116 , PERMEABILITY "K" K(ft/ hr) : 2.561 Ae H2 Ap(I+em)t WHEN: Change in void ratio H : Length of drainage path • p: Change in pressure (T.S.) • em: Average void ratio. - • t : Time in minutes for • • 50% consolidation FORM T-2060 (Rev.362) -- IFJ - STATE or -" IFORNIA -- ....v., wr flIáflWAT 11 :RIALS a RESEARCH DEPARTMEN1 Form T247 (Rv c'ONSflI I flAT l(M TFCT flATL i1i A DESCRIPTION L$T-1uM -- - -- - --- -------------------------------------LOCATION__________ --------SAMPLE ------ JOB NO_ _'Z ELEV._____DEpTH.__ GROSS DRY SHEET_L - —.MACHINE__ _.DATE STARTEDa JEST -- RE CONTENT MOISTU DATA WEIGHTS MOISTURE UNIT WT. % SATURATION GROSS I TARE NET WET NET DRY. GMS % WET DRY WET DRY BEFORE TEST 2-3.7., 04 '/ ./(,3. (a'/02 BEFORE AFTER TEST 3797 7L s. 5.15Z AFTER LOAD T/FT2 I 0 1/16 1/8 1/4 /2 I 2 4 8 1 2 REBOUND 1/16 ALc0NSOLO VOIDS RATIO LOAD T/FT.2 1/16 1/8 1/4 1/2 I 2 4 8 REBOUND 2 TI MEl DATE : DATE : DATE : DATE DI AL A DATE : DATE DIAL READ DATE DIAL READ DATE DIAL AØ DATE oiac. ITIAL 4 14 z:: J - - -. -0 07 0,33 - - __ __ Z 12 30 18 30 42 6 41 w7al .1M - - 17- - - - - INCHES % - __- 3 '73 1/4 -f ---_ a3 60 lot 104- 21 n _Z1_J_L______ 10 D 9 2 .15 '79 25 31 1901 !L±W__ q 2 _L____ - -__ - - - 112-3 201 - - - - INCHES % - -__ - - 43 - IL31 192, - 2/7 3i - - 90 - 3CQ - 1.3 j>< - -__ - - - - - - 32 Oq4i z _J! 16 - -__ - - - - - - - — 301 - i 1 - o 33 24 16 48 72 TOTAL IINCNE4 % I INCHES % INCHES % INCHES % INCHE % INCHES % INCHES % INCHES % INCHE: % CONSOL. -. Z _ . 73 1 •• . MATERIALS a RESE ZCH DEPARTMENT VOID RATiO CALCULATIONS lOB NO. 32g68 BORING NO. 21-32T, AI ( RY 62.4 x CHECKED BY ._DATE 4- -67 :4X _____ _______ e0 _S"d //3.4 d C2.6 e118 /a/2 -(coo2!x 114 = -( ,ip/il'x ) -. /,79ç /2: -(,&?.4Z/X ) = - . = 4738- 2 4 P7 3.--x - 8 Ax -(____ )•= - . . . 2 -(Z,/'x )= . -. . /.Z32 — /4: -(•/b8' .)= . - = /339 1/8 - _—• .x /16: _____ - . i.1s.- •. % SATURATION. BEFORE TEST s Sp.Gr.x%M U1x 60 e AFTER TEST So,0 - Sp.Gr.x%M = P,r13)( f *ei,16 PERMEABILITY "K" K(ft/ hr) : 3 2.561 x 10- x p(I+em)t WHEN: Asa Change in void ratio H : Length of drainage path p: Change in-pressure (T.S.F) em: Average void ratio. = Time in minutes for 50% consolidation . FORM T-2060 (Rev.3-62) t MATERIALS & RESEARCH DEPARTMENT Form T-247 (Rev. 3-62) NSOLI DAT ION TEST DAT - DESCRIPTION_jj4 JOB - -----------LOCATION..__________ SAMPLE ELEV.____DEPTH.____ CALC. GROSS DRY SHEET— _ .._MAcHINE:t__DATE STARTED-2.6 , L-TEST 8Y_?CALCV&_CHKDMJ___ WEIGHTS MOISTURE UNIT WT. MOISTURE CONTENT / DATA GROSS TARE WET NET NET DRY. GMS % WET DRY % SATURATION WET [DRY BEFORE TEST /(.-I I 3/,4L (E TT R' BEFORE 7T7 AFTER TEST - S9./ I7/.71 >-< 4'P 7• 3(,'2 >zZ1'< AFTER LOAD T/FT 2 0 1/16 1/8 /4 1/2 I REBOUND.' 2 4 8 EBOUND 2 1/16 TOTAL cONSOLO VOIDS RATIO LOAD T/FT.2 I 16 1,8 1,4 I'2 , I 2 4 8 REBOUND 2 TIMEIMIN DATE : DATE : DATE : DATE AALO DATE DIAL DATE DIL AA DATE DIAL DATE J AL Q DAT E[ AL : READ READ EAD IN ITIAL _ ... 34- Y7 79 18 2L_Z2______ co 30 im _1_2L&_JL2 ZJJ _ _.) I I M I ii'7 . I tgI 111 l- I I I I I 1INCHES1 -- ru_ru_ rm rii / -- LU zfl II El _ -- El_____________ Wi 4w V% MATERIALS & RESE CH DEPARTMENT VOID RATIO 4CALCULATIONS 'OB NO. 32q,7 BORING NO. _27-4 CAI( RV ,4Ld nrr 44 17—Ot' 0 CHI B4!I1T_DATE')7'M 'á I.284x = _________ e0 d /o.9._ 1777' e /a= / 777 -(_O4 / x2-777.)= - = /. 59 1/4 = 1/2 = -( _/3?7' x - C_.)659-'x - = J2 6,e, 2 4 8 : -(,33/4'x 2 -(.3jx )= - 1/4: . )=• - _______ ..955 I 1/8: /16: - C_•2>' ); - ___________ = / * % SATURATION BEFORE TEST s Sp.Gr.x%M e - /777 AFTER TEST Sp.Gr.x%M - 75 3z = Ol - 1.11.9 - PERMEABILITY "K' K(ft/ hr) 2.56IxIO3 x e H2 p(I+em)t WHEN: Ae Change in void ratio H : Length of drainage path p: Change in pressure (T.S.F) em: Average void ratio. - : Time in minutes for 50% consolidation FORM 1-2060 (Rev.3-62) MATERIALS & RESEARCH DEPARTMENT / Woorm T-247 (Rev. 3-62) )NSOLI DAT ION TEST DATA flu DESCRIPTION joi ---------------------------------------LOCATIONLA d_ Ar#i-6"ibO XWCAAM JOB NO. L __________ SAMPLE NO 2 ELEV.__.DEPTH.___ GROSS DRY SHEET. _L _MACHINE_& _DATTED_aJEST BY.L.Q.K. - - MOISTURE CONTENT DATA WEIGHTS MOISTURE UNIT WT. % SATURATION 'GROSS j TARE NET WET NET DRY. GMS % WET DRY WET DRY BEFORE TEST /jCf ,,5' 7S7 3.° 526 BEFORE AFTER TEST ' _________ AFTER LOAD T/FT2 I 0 1/16 I/if 1/4 1/2 I 2 4 a RENE 2 1/16 TOTAL CONSOLO4 VOIDS RATIO LOAD 1/ FT. 2 1/16 1,8 1/4 1/2 I 2 4 8 REBOUND 2 TIM EJUIN DATE IAL : EAD DATE IAL : EAD DATE : DATE D DI AEADA DATE : EAD READ DATE DATE DI ADIAL DIAL EAD ALD DATE TE DA DIAL READ INITIAL /j jRs f &L. 2 in .L ±1 .& az 6,9 i______ -i-i-- 130 (02- 8 __ !!131 42 _±__1L~2_ IM - - INcNEsJ % 11/2 701 __.Z_ 7:3 1/4 -i n______ 6 ___ 39 - ILI 176 io ±22_L______ 25 ___ .91 45 +4- £483 lof 23! INCHESI % 90 2_1_Lo 4L ____ 1 21-11 -1 -__- - -7 /- - & 16 _L' - --=-- — __Lai__ - _- 1 148 -5 ---____I_1 DO, 2!_5'1L3it __ i. Vol 171 LLQ - - o 7 -- - _9 _?_ Lf...__ - z 8 -- _ 48 72 96 TOTAL IINCHEq % INCHES % INCHES % INCHES % INCHES % INCHES % INCHES % INCHES % INCHES % CON SOL f/(,, / OZl3 - 4ATERIALs 6 RESE - CH DEPARTMENT -'OB NO. - 1 VOID RATIO ;CALCULATIONS JORING NO._______ (AI ( RY rr CHECKED BY DATE 4-ifl5 'yd' =I.284x ______ O.5)ft.3 e0 _7S1 80-6,___ ,,jôgl e118: ,,,0q -(.')/O/"x 2./08 ) = - = /074' 1/4 -(.OZ.I3'x )= - = j;c'47- 1= •- = 4 = -( 1 757x - = 1 -948 1 8 : -C 2 = -(,o7&-x )= - = -.92.3- 1/4: -(1ostq_.x )= - = • 939j 1/8: -(______ - - 1/16= -(_a07fl"x % SATURATION BEFORE TEST S% Sp.Gr.x%M ';D, 72, ) . e0 AFTER TEST S% : Sp.Gr.x%M : r9, 4-• % e /Ira .952_ PERMEABILITY "K" K(ft/hr) 2.561 x IO- x e H2 p(I+em)t WHEN: Ae Change in void ratio H : Length of drainage path p: Change in pressure (TS.) em: Average void ratio. t s Time in minutes for 50% consolidation 0 FORM T-2060 (Rev.3-62) - - -