HomeMy WebLinkAboutCT 73-29; CARRILLO ESTATES UNIT 1; SOIL TEST RESULT; 1978-05-30to • • tZJ:_q; Testing Engineers-San Diego
lifE: t:J 3467 Kurtz St., P. O. Box 80985, San Diego, Ca. 921 $8 (714) 225-9641 ~~"1fEJIJ 1903 West Vista Way, Unit B, Vista, California 90283 (714) 758-3730
~i ,'_. '
LABORATORY NUMBER SD33-1688 , May 26 ~ ;1.978
FILE: 4/:507, Job No. 57059W FC01 SAIiIPl.E DATA; Submitted to the laboratory
.on May 19,1978 and identified as SIN 11,
El Gavi1an Court, opposite lot 76+125. PROJECT: Carillo Estates
Woodward-Clyde Consultants
3467 Kurtz Street
San Dieg~, California 92110
GRADING ANALYSIS
SIEVE
SIZE
4"
3"
2"
1"
%"
PERCENT
As RCVD.
PASS.ING
As VSED
COMPACTOR PRESS. P:S.I.
MOIST @ COMPACTION • %
DENSITY. #/Cu. FT.
R.VALUE • STABILOMETER
EXUD. PRESSURE. P.S.I.
STAB. THICK. FEET
EXPAN. PRESS. THICK. FEET
T. I. (ASSUMED) =
z ~ By STAB. @ 300 P.S.I. EXUD. =
R • VALUE DATA
A B " C D E
225 350 350
16.5 15.2 13.,9
110.0 113.5 113.5
21 37 73
260 340 500
1.13 0.90 0.39
O.4~ 0.67 2'.2.7
4.5-...
#4 30 ---~ ~ I~------"---,---------=~-~------~.....:..--'---"-'~-----~ :3>
#8
#16
#30
#100
~200
EMARKS:
O By EXPANSION PRESSURE = Ii 43 I----------------~------~~~~~--~------~----------
AT EQUILIBRIUM =
SAND EQUIVALENT =
DURABILITY (COARSE) =
DURABILITY (FINE). =
(1), Woodward-Clyde Consultants
WLC:kp
10
LIQUID LIMIT =
PLASTIC LIMIT =
P .. I.. =
TESTING ENGINEERS. SAN DIEGO
REVIEWED BY
....
-WL~~~ William L. Gochrane, R.E. 4/:24445·