ST9302-LR001018ALPHA TESTING, INC.
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 CITY OF COPPELL DATE 10/18/00
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-160
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
512 10/18/00 FG-3.0 5 13.5 111.9 14.7 112 100 1-A
513 10/18/00 FG-2.0 5 13.5 111.9 14.8 112 100 1-A
514 10/18/00 FG-1.0 5 13.5 111.9 17.0 111 99 1-A
515 10/18/00 FG 5 13.5 111.9 17.3 111 99 1-A
TEST LOCATION:
512 STORM DRAIN ALONG EAST BOUND LANE OF SANDY LAKE ROAD AT PAVING STATION ft.59+40
513 STORM DRAIN ALONG EAST BOUND LANE OF SANDY LAKE ROAD AT PAVING STATION #59+50
514 STORM DRAIN ALONG EAST BOUND LANE OF SANDY LAKE ROAD AT PAVING STATION ~59+30
515 STORM DRAIN ALONG EAST BOUND LANE OF SANDY LAKE ROAD AT PAVING STATION #59+45
CC: NONE
1. FILL
2. NATURAL SI, JBC.~C~ADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WFFH SPECIFICATIONS
C. PERCENT IN IR.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Co~n Materfals Testing · Environmental Engineering ·