Townhouses-LR010209 REPORT OF FIELD
1/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
I
TESTED FOR LEMP DEVELOPMENT DATE 02/09/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-90B
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
1672 02/09/01 FG-2.0 2 19.0 100.4 20.1 100 99 1-A
1673 02/09/01 FG-2.0 2 19.0 100.4 19.8 101 100 1-A
1674 02/09/01 FG-2.0 2 19.0 100.4 20.5 100 99 1-A
1675 02/09/01 FG-2.0 2 19.0 100.4 21.6 98 98 1-A
1676 02/09/01 FG-1.0 2 19.0 100.4 19.3 100 99 1-A
1677 02/09/01 FG-1.0 2 19.0 100.4 20.8 99 99 1-A
1678 02/09/01 FG-1.0 2 19.0 100.4 20.5 99 98 1-A
TEST LOCATION: COPPELL TOWNHOMES
1672 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#18
1673 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' WEST OF SOUTHEAST CORNER OF BUILDING#19
1674 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#20
1675 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#21
1676 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#16
1677 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' WEST OF SOUTHEAST CORNER OF BUILDING#17
1678 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#18
CC: STEVE TOPLETZ, ANDANTE
FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 4/
NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R ectf 'y Su ted
? LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ALP I , IN/
veo leollrical Engineering /' Construction Ivaieria lS Testing r,. Environmental Engineering / Cons- ///
Engineering y ,�. Engineering i- ��,�� U
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 02/09/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-90A
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
1665 02/09/01 FG-3.0 2 19.0 100.4 19.9 99 99 1-A
1666 02/09/01 FG-3.0 2 19.0 100.4 19.5 100 99 1-A
1667 02/09/01 FG-3.0 2 19.0 100.4 20.5 99 99 1-A
1668 02/09/01 FG-3.0 2 19.0 100.4 20.4 99 99 1-A
1669 02/09/01 FG-3.0 2 19.0 100.4 21.6 98 98 1-A
1670 02/09/01 FG-2.0 2 19.0 100.4 20.4 99 98 1-A
1671 02/09/01 FG-2.0 2 19.0 100.4 20.9 98 98 1-A
TEST LOCATION: COPPELL TOWNHOMES
1665 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#17
1666 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#18
1667 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#19
1668 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#20
1669 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#21
1670 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#16
1671 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#17
CC: STEVE TOPLETZ,ANDANTE
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS l
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS pe• fully S '• itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS '/ /
4. CEMENT TREATED D. RETEST 'AL• • : TI ,INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consul na
REPORT OF FIELD
A 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 02/09/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-90
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
1658 02/09/01 FG-4.0 2 19.0 100.4 21.9 97 96 1-A
1659 02/09/01 FG-4.0 2 19.0 100.4 19.8 101 100 1-A
1660 02/09/01 FG-4.0 2 19.0 100.4 21.3 98 97 1-A
1661 02/09/01 FG-4.0 2 19.0 100.4 21.4 97 97 1-A
1662 02/09/01 FG-4.0 2 19.0 100.4 20.4 98 97 1-A
1663 02/09/01 FG-4.0 2 19.0 100.4 20.8 98 98 1-A
1664 02/09/01 FG-3.0 2 19.0 100.4 21.7 97 97 1-A
TEST LOCATION: COPPELL TOWNHOMES
1658 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING #16
1659 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' WEST OF SOUTHEAST CORNER OF BUILDING#17
1660 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#18
1661 SANITARY SEWER LATTERAL LINE, 25' SOUTH AND 8' WEST OF SOUTHEAST CORNER OF BUILDING #19
1662 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#20
1663 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' WEST OF SOUTHEAST CORNER OF BUILDING #21
1664 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING #16
CC: STEVE TOPLETZ, ANDANTE
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 1,/ /'
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R—•ect ly is fitted
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ALP ' TING, IN
Geotechntcai Engineering ,' Construction Materials Testing ,rr2. Environmental Engineering i',-• Co ns.
tin. /