HomeMy WebLinkAbout; Chestnut & Harding Street Tests; Sols Report; 1971-11-05-
WOilOWARD - GIZIENSKI & ASSOCIATES CONSULTlNO SOIL AND FO”NDAT,ON ENGlNEERS AND OEOL001STs
An offiliote of Woodtmrd - Clyde Conmlfants
November 5, 1971 3467 Kwtl street San mego Project No. 71-103-91
Cali‘ornia 92110 ~714 224.2911
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City of Carlsbad
Public Xorks Department
1200 Elm Street
Carlsbad, California 92008
- Attention: Mr. R. L. Morrison
CHESTNUT AND HARDING STREET TESTS
COilTRACT 1007
CARLSWD, CALIFORNIA
Attached are the results of field density tests taken at the subject pro-
ject under your direction on the dates indicated and at the locations
given. Also attached are the results of laboratory tests performed on
a sample of the material used for fill.
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Attachments
(‘5)
ENGINEERING DEPT. LIBRARY City of Carlsbad 2075 Las Palmas Drive Cadsbad CA 92009459
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COMPACTIO1(1 TEST RESULTS
JO. NAME CHESTNUT AND HARDING STREET TESTS (CONTRACT 1007) DATEREPORTED 1 l-S-71
Jon NUMBER 71-103-91 -
-0CT 27 S-l CHESTNUT STREET, 30'
FROM JUNCTION OF
JEFFERSON STREET,
10' N OF CL SG
DCT 28 s-2 s-1 CHESTNUT STREET, 160' - W OF HARDING, 10'
N OF CL SG
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6.0 118.3 131.0 90.3
6.4 126.7 131.0 96.6
WOODWARD .GlZlENSKl & ASSOCIATES co*I"LII*c ,WL AlO .0""D1,,0" c*cI*IcEI9 1P.D OEoLocllrl
IW
130
120
110
loo
Go
80
4vZER0 AIR VOIDS CURVES ‘P
80
::
;; = 60 a.
zuo 2
2 20
0
IGOJ 100 IO 1.0 0. I 0.01 O.col
GRAIN SIZE It1 MILLIMETFRS
CoBBLES~G~AVEL lc S$D f SILT 6 CLAY
PLASTICITY CIlARACTERlSTlCS 1
Liquid Limit, %
Plasticity Index. 5
Classification by Unified Soi,
Classification Syst.37
%'ELL TEST DATA 1 I
Initial Dry Density. pcf
Initial Water Content. .t
Load. psf
Percent Swell
LAGORATORY CM'ACTI(X( TE
UBORAT~RY CC+JPACTION TEST METHOD: AST!*I D1557-70T
FILL SUITABILITY TESTS
HARDING AND CHESTNUT STREETS (CONTRACT 1007
WOODWARD - GIZIEXKI & ASSXIATES
C~NSIJL~ING SoiL AND F~wDATIoN ENGIHFERS AND GEOLOGISTS SAN DIEGO. CALIFOTYIA
5. w: II-l< ICFllF: __ I.F., ,,“.7,.,“2.‘1
K'D BY: JOATE: 10-27-71 1
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COMPACTION TEST RESULTS
- JO. NNAE CHESTNUT AND HARDING STREET TESTS. (CONTRACT 1007) DATEREPORTED ,,&7,
,0. NUMllLR 71-103-91 -
D*TE~C~VERED October 27 and 28, 1971
OA,Z 7x.7 "cn!,, LOCATIO" IIVYrnL" 0, - --
PAOE 1 O' 1
Y*IsT""m .IILD U.OI.TO"V "m.A.IYC TLIYAIION COYT‘WT Dm4SIRI Dml*,Tv COYPACIIOH o,lL*T *I D""rr. PC, ?c, * 0, LAB. DLII..
-0CT 27 S-l CHESTNUT STREET, 30'
FROM JUNCTION OF
JEFFERSON STREET, - 10' N OF CL SG 6.0 118.3 131.0 90.3
OCT 28 s-2 S-l CHESTNUT STREET, 160' - W OF HARDING, 10'
N OF CL SG 6.4 126.7 i31.0 96.6
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WOOOWARO.GlZlENSKl & ASSOCIATES Co*‘"L,I"O ,O,L A"0 rO"*Dl,tOl( I*Cl"tc"s At.0 ccoLocIs1I
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DIRFCT S;EAR TEST DATA I
Dry Density, pcf 1 - I
Apparent Friction Angle. o _ I I
BO :: .Ti 2 60 p. c 2 110
E 20
100 IO 1.0 0. I 0.01 O.cQl
ZERO AIR VOIDS CURVES GRAIN SIZE IN MILLIMETERS
PLASTICIN CHARACTERISTICS ,
Liquid Limit. $
Plasticity Index. ‘.
Classification ty Unified Soil
Classification System
WELL TEST DATA
Initial Dry Density. pcf
Initial Water Content.
Percent Swell
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LAGORATORY &ACTIOH TEST
30 No
FILL SUITABILITY TESTS
LABORATORY CWPACTION TEST HN~JD: ASTFl Dl557-7DT HARDING AND CHESTNUT STREETS (CONTRACT 1007:
WOODWARD - CJIZIEMKI & ASSXIATES
CUNSULTING SOIL AND FOlJNOATION ENCIHEERS AND GEOLOGISTS SAN OIEGO. CALIFOSNI).
PQ. W: 1.m C*tlF: __ I”mr t-l.71 _1”7.0’ -- -
CK’D BY: IDATE: 10-27-71 lp,w I-of 1 ~ii