Townhouses-LR010219 REPORT OF FIELD
/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
TESTED FOR LEMP DEVELOPMENT DATE 02/19/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-101A
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
1783 02/19/01 FG-1.0 2 19.0 100.4 21.3 97 97 1-A
\' ?-1 \ kk0 19j .IS cjo1 C
TEST LOCATION:
1783 35' SOUTH AND 3' EAST FROM SOUTHEAST CORNER OF MANHOLE ON LINE B AT STATION#3+93
CC: STEVE TOPLETZ, ANDANTE I
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• uIIy� mitt.
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS �
4 CEMENT TREATED D. RETEST ALF TIES IN
Geotechnical Engineering I Construction Materials Testing N Environmental Engineering Conguu/lltti.ig
REPORT OF FIELD
1ik- 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 02/19/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-101
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
1776 02/19/01 FG-4.5 2 19.0 100.4 21.8 98 98 1-A
1777 02/19/01 FG-3.5 2 19.0 A 100.4 22.5 98 97 1-A
1778 02/19/01 FG-2.5 2 19.0 100.4 21.0 99 99 1-A
1779 02/19/01 FG 2 19.0 100.4 21.4 99 98 1-A
1780 02/19/01 FG-4.0 2 19.0 100.4 20.5 100 100 1-A
1781 02/19/01 FG-3.0 2 19.0 100.4 21.8 97 97 1-A
1782 _ 02/19/01 FG-2.0 2 19.0 100.4 21.9 98 98 1-A
TEST LOCATION:
1776 8" SANITARY SEWER LINE C AT STATION#0+60
1777 8" SANITARY SEWER LINE CAT STATION#0+20
1778 8" SANITARY SEWER LINE C AT STATION#0+70
1779 8"SANITARY SEWER LINE C AT STATION#0+30
1780 35'WEST AND 3' SOUTH FROM NORTHWEST CORNER OF MANHOLE ON LINE B AT STATION#3+93
1781 35' EAST AND 3' SOUTH FROM NORTHWEST CORNER OF MANHOLE ON LINE B AT STATION#3+93
1782 _35' SOUTH AND 3' WEST FROM SOUTHWEST CORNER OF MANHOLE ON LINE B AT STATION#3+93
CC: STEVE TOPLETZ,ANDANTE ,
/
i /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 tfuIIy ,l] Itted .'
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS i" _
4 CEMENT TREATED D. RETEST Construction A 7 TES NG, IN ./
Geotecnnicai Engineering i Construction Materials Testing /Environmental Engineering /CoOsulNng /
REPORT OF FIELD
N 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 02/19/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-100C
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
1773 02/19/01 FG-1.0 2 19.0 100.4 19.5 101 100 1-A
1774 02/19/01 FG-1.0 2 19.0 100.4 21.0 98 98 1-A
1775 02/19/01 FG-1.0 2 19.0 100.4 21.5 98 98 1-A
TEST LOCATION:
1773 SANITARY SEWER LATTERAL, 25' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#4
1774 SANITARY SEWER LATTERAL, 20' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#3
1775 SANITARY SEWER LATTERAL, 20' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#2
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 ectf.1 1 y Sub ed
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS �
4 CEMENT TREATED D. RETEST ALPH• N , IN N
Geotechnical Engineering / Construction Materials Testing Environmental Engineering Consultinv
REPORT 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 02/19/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-100B
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
1766 02/19/01 FG-2.0 2 19.0 100.4 22.5 97 97 1-A
1767 02/19/01 FG-2.0 2 19.0 100.4 20.3 98 98 1-A
1768 02/19/01 FG-2.0 2 19.0 100.4 23.2 97 97 1-A
1769 02/19/01 FG-2.0 2 19.0 100.4 19.5 99 99 1-A
1770 02/19/01 FG-1.0 2 19.0 100.4 21.5 98 98 1-A
1771 02/19/01 FG-1.0 2 19.0 100.4 20.1 100 99 1-A
1772 02/19/01 FG-1.0 2 19.0 100.4 19.8 100 100 1-A
TEST LOCATION:
1766 SANITARY SEWER LATTERAL, 25' SOUTH& 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#5
1767 SANITARY SEWER LATTERAL, 25' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#4
1768 SANITARY SEWER LATTERAL, 20' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#3
1769 SANITARY SEWER LATTERAL, 20' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#2
1770 SANITARY SEWER LATTERAL, 20' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#7
1771 SANITARY SEWER LATTERAL, 20' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#6
1772 SANITARY SEWER LATTERAL, 25' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#5
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 ctf y$ub d /
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS \� _
4 CEMENT TREATED D RETEST H% '•,.T G, INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti .
I / I
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 02/19/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-100A
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
1759 02/19/01 FG-3.0 2 19.0 100.4 23.0 99 98 1-A
1760 02/19/01 FG-3.0 2 19.0 100.4 21.1 101 100 1-A
1761 02/19/01 FG-3.0 2 19.0 100.4 21.9 99 98 1-A
1762 02/19/01 FG-3.0 2 19.0 100.4 20.7 100 100 1-A
1763 02/19/01 FG-3.0 2 19.0 100.4 20.5 99 99 1-A
1764 02/19/01 FG-2.0 2 19.0 100.4 20.7 101 101 1-A
1765 02/19/01 FG-2.0 2 19.0 100.4 22.0 97 96 1-A
TEST LOCATION: .
1759 SANITARY SEWER LATTERAL, 20' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#6
1760 SANITARY SEWER LATTERAL, 25' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#5
1761 SANITARY SEWER LATTERAL, 25' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#4
1762 SANITARY SEWER LATTERAL, 20' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#3
1763 SANITARY SEWER LATTERAL, 20' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#2
1764 SANITARY SEWER LATTERAL, 20' SOUTH & 8'WEST FROM THE SOUTHEAST CORNER OF BUILDING#7
1765 SANITARY SEWER LATTERAL, 20' SOUTH & 16'WEST FROM THE SOUTHEAST CORNER OF BUILDING#6
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 c Ily Su, ltted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /'
4 CEMENT TREATED D. RETEST ALP r T I N .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consult g
f