HomeMy WebLinkAbout62-2; LAGUNA RIVIERA NO. 4; STREET BASE TESTS; 1970-07-13WOODWARD CLYDE & ASSOCIATES
CONSULTING SOIL AND FOUNDATION ENGINEERS AND GEOLOGISTS L.'L9) uflo( Ri viet,. W J'Jo.LJ
3467 Kurtz Street July -13 1970 P. E.0 E I V• E D San Diego Project No. 66-237 California 92110
(714) 2242911 JU L 14 1970
Kamar Construction, Inc CITY OF CARLSBAD
P.O. Box 71 Engineenng Depart Department Carlsbad, California 92008
Attention Mr Jerry L Rombotis
LAGUNA RIVIERA-UNIT. NO. 4
STREET BASE TESTS~
Attached are the results of field density tests taken at the subject
project under the direction of Mr N E Westree, City Public Works
Inspector, 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
Henry
EHP/JLH/jm .
Attachments
(4) Kamar Construction Company
(2) City. of Carlsbad
P / COMPACTION TEST RESUL•
JOB NAME LAGUNA RIVIERA UI'Ul NO 4 (Streets) DATE REPORTED 7-13.70
JOB NUMBER 66-237
DATES COVERED July 3,..-19.70.''. PAGE 1 Or ]
- BATE
- -. --
TEsT - - RETEST - - LOCATION
NUMBER or - -- -- - -
UOIDTUE
ELEVATION CONTENT
OF TEST % CRY WT.
YIELD -SORATORY - RETIVZ
DENSITY - DENSITY - COMPACTION-
YCY % OF LAB. CEllS. -
JULY 3 B-i VALENCIA ST OPP lop
LOT 95 of 4 7 134.0 129 0 100+
B-2 BEINVENIDO ST OPP Base
LOT 133 .7 .5 127.0 129.0 98.7.'.
B-3 ALONDRA ST OPP
LOT 120 9.3.. .1.32.0 129.0 100+
B-.4 PARK ST OPP LOT 114
4.
8 1 131.2 129.0 100+
WOODWARD CLYDE & ASSOCIATES
Consulting Soil and Foundation Engineers and Geologists
F . . . . .. . . MECHAN I CAL AHALYSI
3 -d 4 10 40 .200
DIRECT SHEAR TEST DATA
j.
Dry Density, pcf. . •.
Initial Water Content. .%
Final Water. content. % . ____________________ _____ _____ _____ •
,.., .
Apparent Cohesion. psf . . . . .
Apparent Friction Angle.
80
C,) 60
- a.
w 40
. 20
0
i'm _________ . .. . .. . ,.. . . .. 000 100 ID . 1.0 0.1 00I 0.00$
GRAIN SIZE H MILLIMETERS
ICoBBLES1GArE 1 i -JSILT & CLAY ]
IIiL FNEEM PLASTICITY CHARACTERISTICS
Liquid L1mit, %
. .
Plasticity Index. %
Classification by'Unified Soil
Classification System . . .
I I I'f'\)\ iiQ6
SWELL: TEST DATA .
Initial Dry Density.. pcf
Initial Water Content, %
Load. psf . . . . . . .
Percent Swell .
II 100 '' . I. . .•--- -
2.70
SPECIFIC GRAVITY
50
90 MAXIMUM DRY 1 DENSITY, pcf 29 ..0 .—.ZERO AIR VOIDS CURVES
OPTIMUM MOISTURE.. . : . . . •. . . . . . . .
CONTENT %
MOISTURE CONTENT, % . . . . ,. . . .• . ..
.80o . .. . 10 20. .30 40
LTORY .:COMpAcTION TEST. .. . .. .
FILL SUITABILITY TESTS
LABORATORY COMPACTION.: . . . . . . .. . .
TEST METHOD:ASTM D17-4T . .. . . . S • THIBODO PIT . .
WOOE14ARD• CLYDE & ASSOCIATES
CONSULTING SOIL ENGINEERS AND GEOLOGISTS
SAN DIEGO, CALIFORNIA .
DR. BY: . LOS SCALE: -- PROJ. N069103122
CK'D BY: OL DATE: 7-13-70 .. Paqe lof 1..