0100 (SFD) Compaction ReportZ>
EB 'Enalneers'lnl.
173 1 -A WALTER STREET VENTURA, CA L I FO R N 1A 93003 PHONE (805) 642-6727
83-4-238
April 29, 1983 Job No. B -13378-P1
Bruce Halton,
51-890 Ave Villa
LaQuinta,.CA 92253
Subject: 53-46'OAve. Rubio RECEIVED MAY 2'
LaQuinta, CA
Compaction Report
Gentlemen:
On -Apr * U 14, 1983 a representative of,our firm performed density tests on,the
fill placed in ' the building area on the.above referenced project. Tests were performed
at random Locations in accordance with ASTM 2922-78 and ASTM 3017-78 Nuclear Den-
sity Test Procedure. Tests performed as per authorization of Bruce Halton.
The estimated Locations of the tests are presented on the.attached plan with their
results being s ' ummariz.ed on the attached test report.sheet. A total of two (2) density
tests were performed. Test.resuLts indicate that a minimum of ninety percent (90%) of
relative. compaction has been obtained within the areas tested. The maximum density
optimum moisture was determined in the Laboratory in accordance with ASTM D 1557-78,
Method A, five (5) layer curve.
Classification Maximum Density -Optimum Moisture
Light gray silty fine sand 106.9 13.6
VENTURA
LANCASTER
(80 5) 642.6727
(8 0 5) 948.7538
THOUSAND OAKS BAKERSFIELD
(805) 495-8484 (60-5) 327.5150
SANTA BARBARA PALM SPRINGS SAN LUIS OBISPO
(805) 966-9912 (714) 328.9131 (805p544.6187
I /
83-4-238
April 29, 1983 Job No. B -13378-P1
LIMITATIONS
The backfilling and compacting, operations were completed at the time our personnel .
were called to the site. The test results summarized in this report represent the moisture
and density only at the location and depth tested on the specified date... The summarized
field and laboratory tests were performed in accordance with engineering principles gener-
ally accepted at this time and location. No opinion is expressed as to the uniformity of the
material, compaction nor the adequacy of the material to perform its intended .function.
No guarantee or warranty of the contractors work is made or implied.
Respectfully submitted,
BUENA ENGINEERS, INC. Reviewed and. Approved
Norman G. Jacks ,. Jr. Orman G. Hallin
C. E. 7370.
NGJ/NGH/pji
Copies: 2 - Bruce Halton
2 - City of La Quinta
2 - P. S. File
1 - Vta. File
-
REPORT OF RELATIVE COMPACTIONS ti
} t Job No. -B -13378-P1
CONTRACTOR: ' I DATE: Aprit 29, .198.3 Report No. 83-4-238
ADDRESS: JOB & LOCATION: 53-460 Ave. Rubio, La Quinta, CA
TEST NO, DATE - DESCRIPTION % MOISTURE DRY DENSITY RELATIVE MAXIMUM
TESTED + - IN PLACE IN PLACE COMPACTION .,DENSITY
1 4/14/83 0.5 from grade 13.6 97.1 91 106.9
2 4/14/83 1. 0 from grade 15.3 96.6: 90 106.9
f ,
1 `
WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH'
COPIES: I
r'
r'
BUENA ENGINEERS, INC. '
i NORMAN G. HALLIN, C.E. 7370
BUENA ENGINEEKINC.
VENTUM, CAUFOONA 93003
(805) 642-6727
TO
THE FOLLOWING WAS NOTED:
DATE.
0-3 DATE.
JOB, NO.
-3
I QQATION
..TR.C-r'OR 0-
OWNER
Oecl-ffel-
WEATHER
TEMP. 0 at AM
Oat PM
PRESENT AT SITE
COPIES To 7L� - 10
SIGNED