ST9302-LR010508 (5) REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR CITY OF COPPELL DATE 5/8/01
COPPELL, TEXAS
PROJECT
SANDY
LAKE
R~D ~ OUR REPORT NO. 98881-10
PROJECT NC. ST 93-02 ,)
COPPELL, TEXAS .
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*
% PCF % PCF
607 5/8/01 FG 8 22.2 107.3 25.3 105 98 3-A
808 5/8/01 FG 10 16.5 105 17.6 102 98 3-A
609 5/8/01 FG 10 16.5 105 20.2 106 101 3-A
610 5/8/01 FG 10 16.5 105 19.3 106 101 3-A
611 5/8/01 FG 10 16.5 105 18.7 106 101 3-A
612 5/8/01 FG 10 16.5 105 20.4 106 101 3-A
613 5/8/01 FG 10 16.5 105 20.4 106 101 3-A
TEST LOCATION:
607 150' E AND 30'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
608 200' E AND 40'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
609 250' E AND 50'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
610 180' E AND 45'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
611 300' E AND 50'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
612 270' E AND 45'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
613 180' E AND 35'N FROM SE CORNER OF INTERSECTION OF DENTON TAP AND SANDY LAKE
CC: CITY OF COPPELL, ED BELL CONSTRUCTION /~ /~/ /
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
/
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS I~pe~
4. CEMENT TREATED3' UME STABILIZED C.D. RETEST PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS / ALP~, U f~¢l~, IN
/ !
Our test results & reporls are Ior the exclusive use of the Client (and their designated recipients on file in our olfice) and sha~l not be reproduced and/or distributed except wi ~/express appr f ALPHA The use
al our name & test results must receive .our written approval Test results & reports apply only lo the samples tested and/or observed, and are not indicative of the q~l~litie~ bf apparently ic ficaJ or similar specimens.
Geotechnical Engineering /'~' Construction Materials Testing /~ Environmental Engineering ~ Consulting