Townhouses-LR010212 REP'`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 02/12/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-93
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
1709 02/12/01 FG-3.0 2 19.0 100.4 21.6 99 99 1-A
1710 02/12/01 FG-3.0 2 19.0 100.4 22.8 98 98 1-A
1711 02/12/01 FG-2.0 2 19.0 100.4 20.8 99 99 1-A
1712 02/12/01 FG-2.0 2 19.0 100.4 21.6 99 99 1-A
1713 02/12/01 FG-3.0 2 19.0 100.4 21.8 98 97 1-A
1714 02/12/01 FG-2.0 2 19.0 100.4 22.3 99 98 1-A
1715 02/12/01 FG-1 2 19.0 100.4 20.1 101 100 1-A
TEST LOCATION:
1709 SANITARY SEWER LINE D AT STATION#1+25
1710 SANITARY SEWER LINE D AT STATION #2+50
1711 SANITARY SEWER LINE D AT STATION#0+50
1712 SANITARY SEWER LINE D AT STATION #1+75
1713 SANITARY SEWER LINE F AT STATION#0+20
1714 SANITARY SEWER LINE F AT STATION #1+50
1715 SANITARY SEWER LINE F AT STATION #0+75
CC: STEVE TOPLETZ, ANDANTE
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
L NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS T,' c , ly Su . ed
LIME S1ABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ./
= CEMENT TREATED D RETEST / ALP i' .TIN , INC
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering l"- Cons Itin/
REF .ART 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 02/12/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-92
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
1703 02/12/01 FG-5.0 2 19.0 100.4 23.0 95 95 1-A
1704 02/12/01 FG-5.0 2 19.0 100.4 22.2 95 95 1-A
1705 02/12/01 FG-4.0 2 19.0 100.4 20.7 99 99 1-A
1706 02/12/01 FG-4.0 2 19.0 100.4 20.9 100 99 1-A
1707 02/12/01 FG-5.0 2 19.0 100.4 19.6 101 100 1-A
1708 02/12/01 FG-4.0 2 19.0 100.4 20.8 100 99 1-A
TEST LOCATION:
1703 SANITARY SEWER LINE D AT STATION#0+25
1704 SANITARY SEWER LINE D AT STATION#2+25
1705 SANITARY SEWER LINE D AT STATION#0+75
1706 SANITARY SEWER LINE D AT STATION#2+95
1707 SANITARY SEWER LINE D AT STATION#0+25
1708 SANITARY SEWER LINE D AT STATION#1+75
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 pe•z ully, yitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL' , %' STIN
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Con ulti •