DR9301-LR 9304011
H011an - ffian T
April 1, 1993
�0: Gibson & Assoc.
P. 0. Box 800579
Balch Springs, TX 75180 -0579
PROJECT' Sandy Knoll /Shadowcrest
Coppell, Texas
LOCATION Paving Repair - Subgrade
REPORT NO. 4 H -ST No. 1592 -0066
RESULTS OF FIELD DENSITY TESTS
':EST
NO.
DA
RETEST
OF
TEST
NUMBER
;EST LOCATION
COMPACTION
TEST
NO. **
FIELD
DENSITY
PCF
FIELD
MOISTURE
aro
PERCENT
OP_CIFI =_D
C cOF
OMPACTION
4
3/26/93
-
10' E. of E. Curb Line on
1
96.4
24.6
106.9
Sandy Knoll
5
-
10' W. of Inlet on Shadowcrest
1
90.4
28.0
100.2
TESTS PERFORMED EY: P. Green
REMARKS: ** Test No. 1: 90.2 pcf @ 28.3% moisture
TEST METHODS: ASTIR D 2922. D 30117. D 1556. D 2157
OR D 2937
90110n- SIM TEC17
t4 L.
AV
4.
DISTRI£UTIGN 0 *yf Y ♦
City of Coppell - Garreth Campbell Sr. d'* 0
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