Founders Crossing- LR150520TESTED FOR:DATE: 05/20/15
PROJECT:OUR REPORT NO.:
TEST DATA:
ELEV.
DEPTH
113 05/20/15 FG-1.0 6 17.2 110.8 15.3 113 102 1-A
114 05/20/15 FG-1.0 6 17.2 110.8 15.8 109 98 1-A
115 05/20/15 FG-0.5 6 17.2 110.8 15.6 111 100 1-A
116 05/20/15 FG-0.5 6 17.2 110.8 15.8 109 99 1-A
117 05/20/15 FG-1.5 6 17.2 110.8 15.7 110 99 1-A
118 05/20/15 FG-1.5 6 17.2 110.8 16.1 109 98 1-A
TEST LOCATION:
113
114
115
116
117
118
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS Respectfully Submitted,
4. CEMENT TREATED D. RETEST
Daniel Jauregui
ALPHA TESTING, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with express approval of ALPHA. The
use of our name and test results must receive our written approval. Test results and reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar
specimens.
TEST
NO.
10' N and 15' E from SW Corner of Building 2
M. Howlader
30' N and 35' E from SW Corner of Building 2
IN PLACE
DRY DENSITY
PCF
DATE
Founders' Crossings Phase 1 - Lot 1, Block A
Coppell, Texas
SOIL ID
NUMBER
REPORT OF FIELD
2209 Wisconsin Street, Suite 100
Dallas, Texas 75229
Geotechnical I Construction Materials I Environmental
www.alphatesting.com
TBPE Firm No. 813
Founders' Crossing, LLC
150902-32
COMPACTION TESTS
Coppell, Texas
COMMENT*
OPTIMUM
MOISTURE
%
MAXIMUM LAB
DRY DENSITY
PCF
IN PLACE
MOISTURE
%
PERCENT
COMPACTION
TECHNICIAN:
40' N and 30' E from SW Corner of Building 2
75' N and 25' E from SW Corner of Building 2
70' N and 20' E from SW Corner of Building 3
35' N and 30' E from SW Corner of Building 3