Townhouses-LR010210 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 LEMP DEVELOPMENT DATE 02/10/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-91 C
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
1700 02/10/01 FG-1.0 2 19.0 100.4 21.1 96 96 1-A
1701 02/10/01 FG-1.0 2 19.0 100.4 20.4 97 96 1-A
1702 02/10/01 FG-1.0 2 19.0 100.4 21.9 97 96 1-A
TEST LOCATION: COPPELL TOWNHOMES
1700 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#19
1701 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#20
1702 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#21
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 Rpec Ily S ted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ALP • IN , INC / \
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consult. g
REPORT OF FIELD
)1116, 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 02/10/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-91 B
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
1693 02/10/01 FG-3.0 2 19.0 100.4 20.1 98 98 1-A
1694 02/10/01 FG-2.0 2 19.0 100.4 20.0 99 99 1-A
1695 02/10/01 FG-2.0 2 19.0 100.4 19.9 100 100 1-A
1696 02/10/01 FG-2.0 2 19.0 100.4 20.9 99 99 1-A
1697 02/10/01 FG-1.0 2 19.0 100.4 21.6 97 97 1-A
1698 02/10/01 FG-1.0 2 19.0 100.4 21.4 98 98 1-A
1699 02/10/01 FG-1.0 2 19.0 100.4 22.8 97 96 1-A
TEST LOCATION: COPPELL TOWNHOMES
1693 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
1694 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
1695 SANITARY SEWER LATTERAL LINE, 20'SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
1696 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
1697 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
1698 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
1699 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
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 -/ p= tfully '..'.miffed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS //
4 CEMENT TREATED D. RETEST AL'.- ' S NG, I
Geotechnical Engineering 1 Construction Materials Testing 1 Environmental Engineering 1 Consu ing l
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 LEMP DEVELOPMENT DATE 02/10/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-91A
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
1686 02/10/01 FG-5.0 2 19.0 100.4 21.3 98 98 1-A
1687 02/10/01 FG-5.0 2 19.0 100.4 19.4 100 99 1-A
1688 02/10/01 FG-4.0 2 19.0 100.4 19.4 101 100 1-A
1689 02/10/01 FG-4.0 2 19.0 100.4 20.3 100 99 1-A
1690 02/10/01 FG-4.0 2 19.0 100.4 20.7 98 98 1-A
1691 02/10/01 FG-3.0 2 19.0 100.4 20.1 99 99 1-A
1692 02/10/01 FG-3.0 2 19.0 100.4 19.8 100 99 1-A
TEST LOCATION: COPPELL TOWNHOMES
1686 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
1687 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
1688 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
1689 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
1690 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
1691 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
1692 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
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 RI•e (Ully S itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST /• P ' .TI,' ,INC
Geotechnical Engineering 1 Construction Materials Testing 1 Environmental Engineering 1 Consulti g /
REPORT OF FIELD
N6, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
I
TESTED FOR LEMP DEVELOPMENT DATE 02/10/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-91
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
1679 02/10/01 FG-7.0 2 19.0 100.4 20.9 99 99 1-A
1680 02/10/01 FG-7.0 2 19.0 100.4 19.1 101 101 1-A
1681 02/10/01 FG-7.0 2 19.0 100.4 20.3 99 99 1-A
1682 02/10/01 FG-6.0 2 19.0 100.4 20.4 98 97 1-A
1683 02/10/01 FG-6.0 2 19.0 100.4 20.4 100 99 1-A
1684 02/10/01 FG-6.0 2 19.0 100.4 19.8 99 99 1-A
1685 02/10/01 FG-5.0 2 19.0 100.4 19.9 99 99 1-A
TEST LOCATION: COPPELL TOWNHOMES
1679 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
1680 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
1681 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
1682 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
1683 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#24
1684 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#25
1685 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#23
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-'-pe, ully o'mitte.
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ,
4 CEMENT TREATED D. RETEST AL•,
/• T S G, I .
Geotechnical Engineering M Construction Materials Testing 1 Environmental Engineering 1 Consul ng