Townhouses-LR010222 REFL)RT 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 LEMP DEVELOPMENT DATE 02/22/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-105
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
1796 02/22/01 FG-3.0 2 19.0 100.4 20.8 98 97 1-A
1797 02/22/01 FG-2.0 2 19.0 100.4 22.4 97 97 1-A
1798 02/22/01 FG-1.0 2 19.0 100.4 19.4 99 99 1-A
TEST LOCATION:
1796 8"WATER LINE 50' EAST FROM THE 2ND FIRE HYDRANT ALONG CENTER OF TRENCH
1797 8"WATER LINE 50'WEST FROM THE 2ND FIRE HYDRANT ALONG CENTER OF TRENCH
1798 8"WATER LINE 150'WEST FROM THE 2ND FIRE HYDRANT ALONG CENTER 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 et, ally . itte
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4 CEMENT TREATED D. RETEST AL2,• S ING,I
Geotechnical Engineering / Construction Materials Testing /Environmental Engineering /Con•ulti g l/
1/
r.
REP. AT OF FIELD
/k 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 02/22/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-102
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
1784 02/22/01 FG-3.0 2 19.0 100.4 21.6 98 97 1-A
1785 02/22/01 FG-2.0 2 19.0 100.4 19.5 99 99 1-A
1786 02/22/01 FG-1.0 2 19.0 100.4 20.7 99 99 1-A
TEST LOCATION:
1784 8"WATER LINE 10' WEST FROM THE FIRE HYDRANT#1 ALONG CENTER LINE OF TRENCH
1785 8"WATER LINE 10'WEST FROM THE FIRE HYDRANT#1 ALONG CENTER LINE OF TRENCH
1786 8"WATER LINE 10' WEST FROM THE FIRE HYDRANT#1 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 Respectfully Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALPHA TESTING,INC.
Geotechnical Engineering {b Construction Materials Testing / Environmental Engineering Consulting