ST9302-LR001026 (4)ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 10/26/00
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-166C
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST EV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE i DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
551 10/26/00 FO 9L 18.1 107.3 18.7 104 97 3-A
552 10/26/00 FG 9L 18.1 107.3 21.5 103 96 3-A
553 10/26/00 FG 9L 18.1 107.3 19.7 105 98 3-A
TEST LOCATION:
551 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #38+50
552 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON LEFT 1/4 POINT AT STATION #39+50
553 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #40+50
CC: NONE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering ·
Con~ultin~
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WFrH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST