ST9302-LR010716 (2) REPORT OF FIELD
COMPACTION TESTS
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 DATE 07/16/01
COPPELL. TEXAS
PROJECT SANDY LAKE ROAD PROJ. NO. ST 93 OUR REPORT NO. 98881-209A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LA~ IN PLACE IN PLACE PERCENT
NO. DATEDEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSIT~ COMPACTION COMMENT*
% PCF % PCF
642 07/16/01 FG 15L 13.7 109.4 17.0 106 97 3-A
643 07/16/01 FG 13L 18.1 107.3 18.7 104 97 3-A
644 07/16/01 FG 13L 18.1 107,3 20.5 104 97 3-A
TEST LOCATION:
642 SANDY LAKE ROAD AT PAVING STATION #23+00
643 SANDY LAKE ROAD AT PAVING STATION ~v21+00
644 KIMBEL COURT AT PAVING STATION #4+00
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 Res, p~ully Submitt~'"'
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS f
4, CEMENTTREATED D. RETEST ~.....,/
Our test resu~ & reports are for the exclusive use of the Client (and their designated recipients on file in our o{fice) and shall not be reproduced and/or distributed except with exprese ap~'ovst of ALPHA. The use
of our name & test results must receive 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