Townhouses-LR010403 REPOh T OF FIELD
111, 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 LEMP DEVELOPMENT DATE 04/03/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-114
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
1853 04/03/01 FG-2.0 2 19.0 100.4 21.2 100 99 1-A
1854 04/03/01 FG-1.0 1 22.5 99.5 23.7 96 96 1-A
1855 04/03/01 FG-2.0 2 19.0 100.4 21.2 99 98 1-A
1856 04/03/01 FG-1.0 2 19.0 100.4 20.9 100 100 1-A
1857 04/03/01 FG-1.0 2 19.0 100.4 22.5 98 98 1-A
TEST LOCATION:
1853 STORM SEWER LINE E AT STATION#1+00
1854 STORM SEWER LINE EAT STATION#1+10
1855 STORM SEWER LINE E AT STATION#3+00
1856 STORM SEWER LINE E AT STATION#3+05
1857 STORM SEWER LINE E AT STATION#5+00
•
CC: STEVE TOPLETZ, ANDANTE
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 4
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re•.-ctf Sub d
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
--• T : INC.
Our test results&reports are for the exclusive use of the Client(and their designated recipients on tile in our office)and shall not be reproduced and/or distrib ed exc/ with xpress appr. . 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 q -lities• apparently ide ical or similar specimens.
Geotechnical Engineering M Construction Materials Testing /Environmental Engineering /Consulting