Townhouses-LR010220 REF )RT OF FIELD
�i,• 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 02/20/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-103
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
1787 02/20/01 FG-3.0 2 19.0 100.4 21.2 99 98 1-A
1788 02/20/01 FG-2.0 2 19.0 100.4 21.5 98 98 1-A
1789 02/20/01 FG-1.0 2 19.0 100.4 21.0 99 99 1-A
1790 02/20/01 FG-3.0 2 19.0 100.4 20.8 98 98 1-A
1791 02/20/01 FG-2.0 2 19.0 100.4 20.9 98 98 1-A
1792 02/20/01 FG-1.0 2 19.0 100.4 19.4 99 99 1-A
TEST LOCATION:
1787 8"WATER LINE 100'WEST FROM THE 2ND FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1788 8"WATER LINE 100' EAST FROM THE 2ND FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1789 8"WATER LINE 40' EAST FROM THE 2ND FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1790 8" WATER LINE 125' WEST FROM THE 4TH FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1791 8" WATER LINE 25' EAST FROM THE 4TH FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1792 8" WATER LINE 50'WEST FROM THE 4TH FIRE HYDRANT ALONG CENTER LINE OF TRENCH
CC: STEVE TOPLETZ,ANDANTE
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R. e '/Ily • itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS i/�
4 CEMENT TREATED D. RETEST ALP - a S ING, IN /
Geotechnical Engineering / Construction Materials Testing I Environmental Engineering If Consulting