ST9302-LR001027ALPHA TESTING, INC.
2209 Wisconsin St., Suite
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 10/27/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-167
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO.' DATEDEPT~,,,,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% P~F % I:~;F
554 10/27/00 FG 9L 18.1 107.3 21.9 102 95 3-A
555 10/27/00 FG 9L 18.1 107.3 21.5 102 95 3-A
556 10/27/00 FG 8L 22.2 94.7 25.3 95 100 3-A
557 10/27/00 FG 9L 18.1 107.3 21.9 104 97 3-A
558 10/27/00 FG 8L 22.2 94.7 25.5 93 98 3-A
559 10/27/00 FG 8L 22.2 94.7 26.2 94 99 3-A
TEST LOCATION:
554 iPAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON RIGHT 1/4 POINT AT STATION #7+50
555 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #8+50
556 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON LEFT 1/4 POINT AT STATION ~+50
557 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #10+50
558 PAVING ON EAST BOUND LANE OF SANDY LAKE ROAD ON RIGHT 1/4 POINT AT STATION #11+50
559 ~AVlNG ON EAST BOUND LANE OF SANDY LAKE ROAD ON CENTER LINE AT STATION #12+50
CC: NONE
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ·
2 NATURAl. SUBGRADE B, PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED O PERQENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RE-rEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineenng