ST9302-LR001013ALPHA TESTING, INC.
2209 Wisconsin St., Su#e 100
Do#os, Texas 7,5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 10/13~00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-157
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER M~STURE DRY DENSITY MOIb-~I'URE DRY DENSrrY COMPaCT~N COMMENT*
% PCF % ~
482 10/13/00 FG 11L 13.7 109.4 12.6 108 99 3-C
483 10/13/00 FG 11L 13.7 109.4 13.2 113 103 3-C
484 10/13/00 FG 11 L 13.7 109.4 15.4 116 106 3-B
485 10/13~00 FG 11 L 13.7 109.4 14.2 115 105 3-B
486 10/13100 FG 11L 13.7 109.4 13.7 112 103 3-A
487 10/13/00 FG 11L 13.7 109.4 15.6 110 101 3-A
488 10/13/00 FG 11L 13.7 109.4 14.8 110 100 3-A
TEST LOCATION:
482 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #76+00
483 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #78+00
484 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #81+00
485 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #83+00
486 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #85+00
487 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #87+00
488 CENTER LINE SANDY LAKE ROAD WEST BOUND AT STATION #89+00
CC: NONE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS a/
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NoT COMPLY wm-t SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Enginee#ng · Construction Materials Testing · Environmental Engineering Co ua