Townhouses-LR010208 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 02/08/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-89D
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
1656 02/08/01 FG-2.0 2 19.0 100.4 23.0 100 100 1-A
1657 02/08/01 FG-1.0 2 19.0 100.4 22.9 99 98 1-A
TEST LOCATION: COPPELL TOWNHOMES
1656 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#9
1657 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#9
CC: STEVE TOPLETZ, ANDANTE
* r
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-•.ectf- ly S/ /tted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP ING,INC.
Geotechnicai Engineering if Construction Materials Testing i Environmental Engineering I Consulti
REPORT OF FIELD
/ ,./NIL 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 02/08/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-89C
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
1649 02/08/01 FG-1.0 2 19.0 100.4 22.7 99 99 1-A
1650 02/08/01 FG-1.0 2 19.0 100.4 22.8 100 99 1-A
1651 02/08/01 FG-1.0 2 19.0 100.4 23.0 99 98 1-A
1652 02/08/01 FG-1.0 2 19.0 100.4 23.0 101 100 1-A
1653 02/08/01 FG-1.0 2 19.0 100.4 23.0 100 99 1-A
1654 02/08/01 FG-4.0 2 19.0 100.4 22.6 102 101 1-A
1655 02/08/01 FG-3.0 2 19.0 100.4 22.8 100 100 1-A
TEST LOCATION: COPPELL TOWNHOMES
1649 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#10
1650 SANITARY SEWER LATTERAL LINE, 20'SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#11
1651 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#12
1652 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#13
1653 SANITARY SEWER LATTERAL LINE, 20'SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#14
1654 SANITARY SEWER LATTERAL LINE, 20'SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#9
1655 _SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#9
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,//,
, Su,. itted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST 'LP'A E •, INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consult' g
REPORT OF FIELD
1/ 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 02/08/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-89B
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
1642 02/08/01 FG-3.0 1 22.5 99.5 24.0 98 99 1-A
1643 02/08/01 FG-3.0 1 22.5 99.5 24.9 96 96 1-A
1644 02/08/01 FG-2.0 1 22.5 99.5 24.8 95 96 1-A
1645 02/08/01 FG-2.0 2 19.0 100.4 22.5 101 100 1-A
1646 02/08/01 FG-2.0 2 19.0 100.4 23.0 99 99 1-A
1647 02/08/01 FG-2.0 2 19.0 100.4 21.6 101 100 1-A
1648 02/08/01 FG-2.0 2 19.0 100.4 22.9 100 100 1-A
TEST LOCATION: COPPELL TOWNHOMES
1642 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#13
1643 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#14
1644 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#10
1645 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#11
1646 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#12
1647 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#13
1648 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#14
CC: STEVE TOPLETZ, ANDANTE
{
7. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R• eec Ily S fitted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ' 'LP A TI , IN .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti •
v
REPORT OF FIELD
1i
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
I
TESTED FOR LEMP DEVELOPMENT DATE 02/08/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-89A
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
t
1635 02/08/01 FG-4.0 1 22.5 99.5 24.1 99 99 1-A
1636 02/08/01 FG-4.0 1 22.5 99.5 25.1 98 99 1-A
1637 02/08/01 FG-4.0 1 22.5 99.5 24.3 99 99 1-A
1638 02/08/01 FG-4.0 1 22.5 99.5 24.6 98 98 1-A
1639 02/08/01 FG-4.0 1 22.5 99.5 23.6 100 101 1-A
1640 02/08/01 FG-3.0 1 22.5 99.5 24.6 98 98 1-A
1641 02/08/01 FG-3.0 1 22.5 99.5 24.3 99 99 1-A
TEST LOCATION: COPPELL TOWNHOMES
1635 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#10
1636 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#11
1637 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#12
1638 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#13
1639 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#14
1640 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8' EAST OF SOUTHWEST CORNER OF BUILDING#11
1641 SANITARY SEWER LATTERAL LINE, 20' SOUTH AND 8'WEST OF SOUTHEAST CORNER OF BUILDING#12
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• fully S/, fitted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4 CEMENT TREATED D. RETEST ALA. • I =,INC
Geotechnical Engineering / Construction Materials Testing /Environmental Engineering 1 Consul ng
REPORT OF FIELD
AL COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8971 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 02/08/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-89
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
1628 02/08/01 FG-10.0 2 19.0 100.4 22.6 99 99 1-AD
1629 02/08/01 FG-9.0 2 19.0 100.4 22.2 100 100 1-AD
1630 02/08/01 FG-8.0 4 20.1 101.9 24.0 96 95 1-AD
1631 02/08/01 FG-7.0 2 19.0 100.4 22.5 101 100 1-AD
1632 02/08/01 FG-7.0 2 19.0 100.4 22.7 100 100 1-AD
1633 02/08/01 FG-1.0 1 22.5 99.5 24.0 96 96 1-A
1634 02/08/01 FG-1.0 1 22.5 99.5 23.8 96 97 1-A
TEST LOCATION: COPPELL TOWNHOMES
1628 RETEST OF TEST#1596 PERFORMED ON 2/5/01
1629 RETEST OF TEST#1597 PERFORMED ON 2/5/01
1630 RETEST OF TEST#1598 PERFORMED ON 2/5/01
1631 RETEST OF TEST#1599 PERFORMED ON 2/5/01
1632 RETEST OF TEST#1624 PERFORMED ON 2/7/01
1633 15" SANITARY SEWER LINE B AT STATION#0+75
1634 15" SANITARY SEWER LINE B AT STATION#3+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 -.pep UIIy SU /3. LIME STABILIZED - C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED r D. RETEST .. ., T .. ALP;' IN ,
Geotecnnicai Engineering N Construction Materials Testing I Environmental Engineering N Cons /tin?