Townhouses-LR010214 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 02/14/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-97B
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
1750 02/14/01 FG-1.0 3 21.6 98.8 23.7 94 95 1-A
1751 02/14/01 FG-1.0 3 21.6 98.8 21.6 96 98 1-A
TEST LOCATION:
1750 SANITARY SEWER LATTERAL, 25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#57
1751 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#58
CC: STEVE TOPLETZ,ANDANTE
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS i /
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R p C Ily Sub ted
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST PH S N IN .
Geotechnical Engineering / Construction Materials Testing /Environmental Engineering Consultin
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 02/14/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-97A
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
1743 02/14/01 FG-3.0 3 21.6 98.8 22.6 95 96 1-A
1744 02/14/01 FG-2.0 3 21.6 98.8 23.0 94 95 1-A
1745 02/14/01 FG-2.0 3 21.6 98.8 22.3 95 96 1-A
1746 02/14/01 FG-2.0 3 21.6 98.8 21.8 96 98 1-A
1747 02/14/01 FG-2.0 3 21.6 98.8 24.1 95 96 1-A
1748 02/14/01 FG-1.0 3 21.6 98.8 23.4 95 96 1-A
1749 02/14/01 FG-1.0 3 21.6 98.8 21.6 96 97 1-A
TEST LOCATION:
1743 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#58
1744 SANITARY SEWER LATTERAL, 20' NORTH & 8' EAST FROM THE NORTHWEST CORNER OF BUILDING#55
1745 SANITARY SEWER LATTERAL, 25' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#56
1746 SANITARY SEWER LATTERAL, 25' NORTH & 8' EAST FROM THE NORTHWEST CORNER OF BUILDING#57
1747 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#58
1748 SANITARY SEWER LATTERAL, 20' NORTH & 8' EAST FROM THE NORTHWEST CORNER OF BUILDING#55
1749 SANITARY SEWER LATTERAL, 25' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#56
CC: STEVE TOPLETZ, ANDANTE ,
�
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS I/
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re citf ly Sub .
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS �i�'
4 CEMENT TREATED D. RETEST ALPH S G{IN . -
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti / `;
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
1 I
TESTED FOR LEMP DEVELOPMENT DATE 02/14/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-97
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
■
1736 02/14/01 FG-4.0 3 21.6 98.8 22.5 94 95 1-A
1737 02/14/01 FG-4.0 3 21.6 98.8 21.6 94 95 1-A
1738 02/14/01 FG-4.0 3 21.6 98.8 21.6 96 97 1-A
1739 02/14/01 FG-4.0 3 21.6 98.8 21.6 96 97 1-A
1740 02/14/01 FG-3.0 3 21.6 98.8 21.6 96 97 1-A
1741 02/14/01 FG-3.0 3 21.6 98.8 22.4 96 97 1-A
1742 02/14/01 FG-3.0 3 21.6 98.8 22.0 93 95 1-A
TEST LOCATION:
1736 SANITARY SEWER LATTERAL, 20' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#55
1737 SANITARY SEWER LATTERAL, 25' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#56
1738 SANITARY SEWER LATTERAL,25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#57
1739 SANITARY SEWER LATTERAL,20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#58
1740 SANITARY SEWER LATTERAL, 20' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#55
1741 SANITARY SEWER LATTERAL, 25' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#56
1742 SANITARY SEWER LATTERAL, 25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#57
CC: STEVE TOPLETZ, ANDANTE
r
1 Fn_� * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 Ni.TURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re..ectf, • • _l /
3 _TIE STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS �///
a CEMENT TREATED D RETEST ALP r T; I ,S, INC.
Geotechnical Engineering 1 Construction Materials Testing /Environmental Engineering /Cons tin.
REPORT OF FIELD
Nk 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 02/14/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-96B
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
■
1730 02/14/01 FG-2.0 3 21.6 98.8 21.6 96 97 1-A
1731 02/14/01 FG-2.0 3 21.6 98.8 21.6 96 97 1-A
1732 02/14/01 FG-1.0 3 21.6 98.8 22.8 95 96 1-A
1733 02/14/01 FG-1.0 3 21.6 98.8 23.0 95 96 1-A
1734 02/14/01 FG-1.0 3 21.6 98.8 22.7 94 95 1-A
1735 02/14/01 FG-1.0 3 21.6 98.8 22.9 95 96 1-A
TEST LOCATION:
1730 SANITARY SEWER LATTERAL, 20' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#52
1731 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#54
1732 SANITARY SEWER LATTERAL, 25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#50
1733 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#51
1734 SANITARY SEWER LATTERAL,20' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#52
1735 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#54
CC: STEVE TOPLETZ, ANDANTE /
1 FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS lec,2 NF,TURA L SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS . ly S •' i ed
3 _IIAE STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 DEMENT TREATED D RETEST 'LP,. TING, INC.
Geotechnical Engineering 1 Construction Materials Testing 1 Environmental Engineering 1 Con• Itin.
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 02/14/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-96A
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
1723 02/14/01 FG-4.0 3 21.6 98.8 21.6 96 97 1-A
1724 02/14/01 FG-3.0 3 21.6 98.8 22.7 95 96 1-A
1725 02/14/01 FG-3.0 3 21.6 98.8 21.7 96 97 1-A
1726 02/14/01 FG-3.0 3 21.6 98.8 22.8 95 96 1-A
1727 02/14/01 FG-3.0 3 21.6 98.8 23.0 95 96 1-A
1728 02/14/01 FG-2.0 3 21.6 98.8 24.0 94 95 1-A
1729 02/14/01 FG-2.0 3 21.6 98.8 23.1 94 95 1-A
TEST LOCATION:
1723 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#54
1724 SANITARY SEWER LATTERAL, 25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#50
1725 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#51
1726 SANITARY SEWER LATTERAL, 20' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#52
1727 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#54
1728 SANITARY SEWER LATTERAL, 25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING #50
1729 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#51
CC: STEVE TOPLETZ, ANDANTE
G - * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2 \..TU.RAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Re•.•ctfu.•• Sub .t:
LIE STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST ALP • DIG, INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons ting
./ Y
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 02/14/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-96
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
1716 02/14/01 FG-5.0 3 21.6 98.8 21.7 95 96 1-A
1717 02/14/01 FG-5.0 3 21.6 98.8 21.5 94 95 1-A
1718 02/14/01 FG-4.0 3 21.6 98.8 21.9 94 95 1-A
1719 02/14/01 FG-4.0 3 21.6 98.8 21.5 94 95 1-A
1720 02/14/01 FG-4.0 3 21.6 98.8 21.9 95 96 1-A
1721 02/14/01 FG-4.0 3 21.6 98.8 23.5 95 96 1-A
1722 02/14/01 FG-4.0 3 21.6 98.8 22.3 95 96 1-A
TEST LOCATION:
1716 SANITARY SEWER LINE F AT STATION#3+95
1717 SANITARY SEWER LINE F AT STATION #4+95
1718 SANITARY SEWER LINE F AT STATION #3+75
1719 SANITARY SEWER LINE F AT STATION #5+25
1720 SANITARY SEWER LATTERAL, 25' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#50
1721 SANITARY SEWER LATTERAL, 20' NORTH & 16' EAST FROM THE NORTHWEST CORNER OF BUILDING#51
1722 SANITARY SEWER LATTERAL, 20' NORTH &8' EAST FROM THE NORTHWEST CORNER OF BUILDING#52
CC: STEVE TOPLETZ, ANDANTE
1 RI * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 Nf.TURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R%!-ctfu Sub 'Ittti
3 _d.IE STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS .
4 CEMENT TREATED D. RETEST ALP G, INC.
Geotechnical Engineering N Construction Materials Testing I Environmental Engineering I Cons/.
1