001231 (SFD) Compaction ReportGUE'nll Engineers,inc.,
RECEIVED
APR 111985
CITY OF LA pUINTA
COMMUNITY DEVELOPMENT DEPT
1731-A WALTER STREET VENTURA, CALIFORNIA 93003 PHONE (805).642-6727
.April 3, 1985 Job No. B -15120-P1
85-4-31
/ 4 0
Clint Dougherty
P.O. Box 1420
La Quinta, CA 92253
Subject: Lot 5, Santa Carmalita Vale, Unit #2
La Quinta, CA
° Compaction Report - Building Area
On February 27, 1985 a representative of `--our firm performed density
tests on the fill placed in the building areas on the above refer=
enced project. Tests were:.performed at random locations in accor-
dance with ASTM 2922-78 and ASTM 3017-78 :Nuclear Density Test Pro-
cedure. Tests performed as per authorization of Clint Dougherty.
The estimated locations of the tests are presented on the attached
plan with their results being summarized on the attached test re-
port sheet. A total of two (2) density tests were performed.
Test results indicate 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 ac-
cordance with ASTM D 1557.-78, Method A, five (5) layer curve.
r1 � . ' A r, .-,+— i __ . Maximum Density -Optimum Moisture
Light brown silty medium
sand
THOUSAND OAKS
(805) 495.8484
VENTURA
(805) 642.6727
BAKERSFIELD
(805) 327.5150.
118.7 pcf 12.1%
LANCASTER
(805) 948.7538
SANTA BARBARA PALM SPRINGS SAN LUIS OBISPO
(805) 966.9912 (714) 328.9131 (805) 5446187
April 3, 1985
LIMITATIONS
Job No. B -15120-P1
85-4-31
The compacting opertions 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 gen-.
erally 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 war-
ranty' of the contractor's work is made or implied.
Respectfully submitted,
BUENA ENGINEERS, INC.
�6j-
Norman G. Jackson, Jr.
NGJ/REB/kls
Copies:
4- Clint Dougherty
2- City of La Quinta
1- P.S. file*
1- Vta. file
Reviewed and Approved
.. Raymond E. E. Brannen
C.E. 28966
CONTRACTOR:
ADDRESS
REPORT OF RELATIVE COMPACTIONS
Job No.
DATE: April 3, 1985 ReportNc
Santa Carmalita
JOB a LO.CATION: La Quinta, CA
B -15120-P1
• 85-4-31
Vale #12
TEST NO.
DATE
DESCRIPTION
% MOISTURE
DRY DENSITY
RELATIVE
MAXIMUM
TESTED
IN PLACE
IN PLACE
COMPACTION
DENSITY
1
2.-27-85
1.5 from grade Per Plan
14.7
109.9
93
118.7
2
2-27-85
1.0 from grade "
20.6
107.8
91
118.7
WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH
COPIES
BUENA ENGINEERS, INC.
13UEIMII EnninEErsAnE.
RECEIVED
APR 111985
TA
COMMUCTY OF LA NITY DEVELOPMENT DEPT
1731-A WALTER STREET VENTURA, CALIFORNIA 93003 e PHONE (805) 642.6727
April 3, 1985
Clint Dougherty
P.O. Box 1420
La Quinta,'CA 92253
Job No. B -15120-P1
85-4-31
Subject,: Lot 5, Santa Carmalita Vale, Unit #2
La Quinta, CA
Compaction Report - Building Area
On February 27, 1985 a representative of ':our firm performed density
tests on the fill placed in the building areas on the above refer=
enced project. Tests were performed at random locations in accor=
dance with ASTM 2922-78 and ASTM 3017-78.Nuclear Density Test Pro-
cedure. Tests performed as per authorization of Clint Dougherty.
The estimated locations of the tests are presented on the attached
plan with their results being summarized on the attached test re-
port sheet. A total of two (2) density tests were performed.
Test results indicate 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 ac-
cordance with ASTM D 1557.-78, Method A, five (5) layer curve.
Classification Maximum Density -Optimum Moisture
Light brown silty medium
sand
THOUSAND OAKS
(805) 495.8484
VENTURA
(805) 642.6727
BAKERSFIELD
(805) 327.5150
118.7 pcf 12.1%
LANCASTER
(805) 948.7538
SANTA BARBARA PALM SPRINGS SAN LUIS OBISPO
(805) 966.9912 (714) 328.9131 (805) 544.6187
April 3, 1985
LIMITATIONS
Job No. B -15120-P1
85-4-31
The compacting opertions 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 gen-.
erally 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 war-
ranty of the contractor's work is made or implied.
Respectfully submitted,
BUENA ENGINEERS, INC.
�G:r
Reviewediand Approved
iond E. Brannen
28966
CONTRACTOR:
ADDRESS
REPORT OF RELATIVE COMPACTIONS
Job No. B-1 51 20-P1
DATE: April 3, 1985 _Report No. 85-4-31
Santa Carmalita Vale #12
JOB& LOCATION: La Ouinta, CA
TEST NO.
DATE
DESCRIPTION
% MOISTURE
DRY DENSITY
RELATIVE
,MAXIMUM
TESTED
IN PLACE
IN PLACE
COMPACTION
DENSITY
1.
2_-27-85
1.5 from grade Per Plan
14.7
109.9
93
118.7
2
2-27-85
1.0 from grade "
20.6
107.8
91
118.7
WE CERTIFY THAT THESE TESTS WERE PERFORMED IN CONFORMANCE WITH
COPIES
BUENA ENGINEERS, INC.