PA0101-LR020926ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
Dollop, Texos 7~229
972/620-8~11 - 972/263-4937 (Metro)
FAX: ~72/406-8023
TESTED FOR
JMC CONSTRUCTION
McKINNEY, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 09~26~02
PROJECT
COPPELL TRAIL SECTIONS
COPPELL, TEXAS
OUR REPORT NO.: 02660-18
TEST DATA:
TEST ~ ELEV. · SO.IL ID OPTIMUM klAXlMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
18 09/26/02 FG 1 17.0 108 21.0 106 99 1-A
19 09126/02 FG 1 17.0 108 20.2 107 99 1 -A
TEST LOCATION:
18 SIDEWALK SECTION #3 AT STATION 15+00
19 SIDEWALK SECTION #3 AT STATION 12+00
CC: SCHRICKEL, ROLLINS AND ASSOCIATES, INC.; THE CITY OF COPPELL
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS .
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re~ully~
3 LIME STABILIZED C. PERCENT ,N PLACE MOISTURE DOES NOT COMPLY W,TH SPEC,FICATIONS
4. CEMENT TREATED D RETEST ~" "~ A~.~
Our test results & reports ace for the exclulli~ use of the Client (and thew des*gnated recipients on file in our office) and shall not be reproduced and/or distributelJ e._~.pt.-~th express approval of ALPHA. The use
of our name & lest results mus~ receNe our written approval Test results & reports apply only to the samples tested and/or observed, and are not indicative of the qualities of apparently identical or similar specimens
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting