HomeMy WebLinkAbout; Park Drive Improvements; Soils Report; 1973-05-29-
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WOOOWARO - GIZIENSKI & ASSOCIATES CONSULTING SOIL AND FO"NDATlON ENGINEERS ANO GEOLOG1STS
Aioffiliste of Wood~card Cll~de Comrrlfonts
3461 K”rtZ street San 0ieg.a
Calitornia 92110 May 29, 1973 *.
vu, 224.2911 Project No. 73-102-l
Kamar Construction Company P.O. Box 1155
Carlsbad, California 92008
Attention: Mr. Jerry Rombotis
PARK DRIVE IMPROVEMENTS
STREET BASE TEST RESULTS
CARLSBAO, CALIFORNIA
Attached are the results of field density tests taken at the subject project
under.the direction of Ilr. R.L. Morrison, Carlsbad, City Public Norks In-
spector, on the date indicated and at the locations given. A1~s.o attached are the results of laboratory tests performed on a sample of the material
used for fill.
'%iiP/JLH/mb
I'/ Attachments C.-l
(5) Kamar Construction Company
(1) Carlsbad Engineering Dept.
ENGINEERING DEPT. LIBRARY
City of Carlsbad 2075 Las Palmas Drive Cartsbad CA 92009-4859
CITY OF CARLSBAD . -
Engineering Department
0.01 0.001
Et70 AIR VOIDS CURVES GRAIN SIZE IN UILLIMETERS
MSSLES)G~A;E: ICI :‘I f {SILT & CLAY
PLASTICIM CHARACTERISTICS
Liquid Limit. %
Plasticity Index. 5
Classification by Uniti& Soil
Clarsific?tim Systea.
SWELL TEST DATA
Initial Dry Density, pcf
Initial Water Contrnt.
Percent Shell
IAEQRATORY CCWACTIm TE
LAEORATORY COMPACTION TEST MmoD: ASTM-D 1557-70T-A
SAND EQUIVALEIIT 41
;T
FILL SUITABILIM TESTS.
PARK DRIVE IllPROVEllEIITS
MYJD'JARD - GIZIEUSKI h ASSOCIATES
CONSULTING SOIL AND FOLMDATION ENGINEERS AND GEOLOGISTS SAN DIEGO.. CALIFORNIA
DR. BT: AS ISCALE: --- (PRO.,. NO:73-102-1
CK'D BY: -jw JOATE: 611173 PA% 1 “: 1
COMPACTION TEST RESULTS
~0. NAME PARK DRIVE 1:4PROVEYEIITS, CARLSDAD DATE REPORTED !j/21)/73
-~ (BASE TESTS) ,om N”MSLR 73-102-l
-DATESCOVERED rlay 25, 1973
n*r. IZTLSV ,"E.. 0,
PAGE Be 1 Or B-1
LA.O"*To", l.OUTIO" LLLYA,IO!4 =",:zlz LIE% o*td.,n .cE:::::. OITUI s onvwr. ?cr CCI % 0, LA*. om..
NY 25 B-l PARK DR.STA 15+00 TOP OF .- 1O'L OF CL BASE 5.4 125.4 129.0 97.1
B-2 ' 13+00,4' RT OF CL ' 6.4 12G.2 129.0 93.0
B-3 II 9+00,4' LT OF CL ' 6.4 126.4 129.0 98.1 - B-4 II 6+50,4' RT OF CL ' 5.2 125.8 129.0 97.4
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._ WOODWARD. GIZIENSKI & ASSOCIATES Co"I"Lll"G LO!< AllD ,OY"0..IO" c*cI*ll"* .*o CIOLOCIII.