ST9302-LR001013 (2)ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/.__~_L~6-8023
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 10113/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-157A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,~ NUMBER ~ DRY DENSITY MOISTURE DRY DENSrW COMPACTION COMMENT*
489 10/13/00 FG 10L 16.6 110.3 15.1 107 97 3-C
490 10113/00 FG 10L 16.6 110.3 17.9 103 93 3-B
491 10113/00 FG 10L 16.6 110.3 18.3 102 92 3-B
492 10/13/00 FG 10L 16.6 110.3 18.5 108 98 3-A
493 10/13100 FG 11L 13.7 109.4 14.8 106 97 3-A
494 10/13/00 FG 11 L 13.7 109.4 15.9 103 94 3-B
495 10/13~00 FG 11L 13.7 109.4 12.8 104 95 3-BC
:ATION:
489 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #91+00
490 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #93+00
491 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #95+00
492 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #97+00
493 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #99+00
494 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #101+00
495 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #102+50
CC: NONE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PE~ COMPACTION COMPLY WITH SPECIFICATIONS _~
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILbT~D C. PERCENT IN PLACE ~RE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Con~ultil