Alexander Ct-LR071114
I~A TESTING, INe.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR:
DATE: 11/14/07
MIRA MAR DEVELOPMENT CORPORATION
COLLEYVILLE, TEXAS
PROJECT:
ALEXANDER COURT
COPPELL, TEXAS
TEST DATA:
OUR REPORT NO.: 070021-23
TEST ~ SOIL 10 OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMMENT*
NO. DEPTH NUMBER % peF % PCF COMPACTION
128 11/14/07 FG-1.0 4 14.0 112.2 13.1 110 98 1-A
129 11/14/07 FG 4 14.0 112.2 13.7 109 97 1-A
130 11/14/07 FG 4 14.0 112.2 13.3 110 98 1-A
131 11/14/07 FG 4 14.0 112.2 15.7 111 99 1-A
132 11/14/07 FG 2 12.8 118.6 12.7 118 100 1-A
133 11/14/07 FG 2 12.8 118.6 13.2 117 9,9 1-A
TEST LOCATION:
UTILITIES
128 STORM SEWER LINE A AT STATION 2+00
129 STORM SEWER LINE A AT STATION 1+95
130 STORM SEWER LINE B AT STATION 1+00
131 STORM SEWER LINE C AT STATION 0+30
132 STORM SEWER LINE D AT STATION 0+15
133 STORM SEWER LINE E AT STATION 0+15
1 FILL
2 NATURALSUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
. A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
o RETEST
Respectfully Submitted,
~~
Tom Ellis
ALPHA TESTING. INC
Our test results ana 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
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