HomeMy WebLinkAboutCDP 15-35; JAMES RESIDENCE; COMPACTION TEST REPORT; 2016-03-15CtI5
- Terradyne LAX, Inc.
1509 W. Alton Avenue'
Santa Ana, California 92704
Phone: 949.389.0678
714.557.3200
Fax: 949.231.1700
- www.terradyne.com
COMPACTION TEST REPORT
Project Name & Address: James Residence - Project No. L161019
4020 James Drive
'Carlsbad, San Diego County, CA 92008 -
Field Geologist: - Cody Reigel ASTM Methods: 01557/02937/D1556 Report Date: 03-15-2016
Test No: Location Probe
QPth JUn
Curve #
.
Elev.
feet
% Moist Dry
Density
% Relative Compaction
EE
Field Specified
1 Building Pad Area 6 in. 1 133.5 8.4 110.3 90 90
2 Building Pad Area 61n. 1 133.5 8.9 112.7 92 90
3 Building Pad Area 61n. 1 1 133.5 7.8 1 111.4 91 90
4 Building Pad Area 61n. 1 133.5 8.5 110.5 90 90
5 Building Pad Area 6in. _1 133.5 8.8 111.6 91 90
6 Building Pad Area 6 in. 1 133.5 7.9 113.9 93 90
7 Building Pad Area 6 in. 1 133.5 8.4 113.1 92 . 90
8 Building Pad Area 6 in. 1 133.5 8.7 111.6 91 90
9 Building Pad Area 6 in. 1. 133.5 8.2 114.2 1 3 90
LAB Curve # Soil Type I Description Optimum Moisture (%) Max Dry Density JRCF
1 Medium brown very fine-medium silty SAND, Slightly clayey (SM) 8.0 122.5
The building pad at elevation 133.5 was tested by a representative of our firm on March 14, 2016. Random compaction tests at selected
locations met the minimum requirement per standard specifications and are tabulated above. The approximate test locations are shown on
the attached plan.
Should you have any questions, please contact the undersigned.
Respectfully submitted,
Terradyne LAX, Inc.
A.Wahab (SAM) Noon, P. E. " Senior Project Engineer -\
.
,
l
Environmental Engineering Geotechnical Engineering Construction Materials Testing Civil Site Design
:
.5.,---
-
--
•--
—
A-.: L
Appbmate Compaction Test Locations
".? .
/-
S ,•-S,;/
'' \5 - ..
\ ,>•_•••5 •- 5 -5 . . --•-'
S - -
9
\
—
— -
5
- ' .A -. S—I
- '-• /S ,•sS_, •_5• .5--- -
5'- _.•5S •;'5 5 5••._. '5 -. — - - • 'cp I _t_ ______
S
S Lj
— ..