Townhouses-LR001005 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 1
TESTED FOR LEMP DEVELOPMENT DATE 10/05/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-79B
COPPELL,TEXAS
TEST DATA:
TEST t ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMEND
% PCF % PCF
1526 10/05/00 FG-2.1 5 12.5 108 16.0 107 99 1-A
1527 10/05/00 FG-1.6 5 12.5 108 15.3 109 101 1-A
1528 10/05/00 FG-1.1 5 12.5 108 15.2 107 99 1-A
1529 10/05/00 FG-1.7 4 20.1 101.9 22.2 102 100 1-A
1530 10/05/00 FG-1.8 4 20.1 101.9 20.8 103 101 1-A
1531 10/05/00 FG-2.0 4 20.1 101.9 22.6 101 99 1-A
1532 10/05/00 FG-2.0 4 20.1 101.9 21.2 103 101 1-A
TEST LOCATION:
1526 BLOCK A, PAD#54
1527 BLOCK A, PAD#54
1528 BLOCK A, PAD#54
1529 BLOCK B,PAD#19 •
1530 BLOCK B, PAD#20
1531 BLOCK B, PAD#21
1532 BLOCK B,PAD#22
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS i 1 /
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS /r - Su. t ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS i
4. CEMENT TREATED D. RETEST ' • T . , ,IN'.
Geotechnicai Engineering I Construction Materials Testing it Environmental Engineering Con RI
REPORT OF FIELD
X 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 10/05/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-79A
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
1519 10/05/00 FG-1.2 5 12.5 108 16.3 108 100 1-A
1520 10/05/00 FG-1.3 5 12.5 108 16.5 108 100 1-A
1521 10/05/00 FG-1.4 5 12.5 108 16.0 108 100 1-A
1522 10/05/00 FG-0.9 5 12.5 108 15.5 109 101 1-A
1523 10/05/00 FG-1.8 5 12.5 108 14.8 107 99 1-A
1524 10/05/00 FG-1.2 5 12.5 108 16.4 106 98 1-A
1525 10/05/00 FG-0.8 5 12.5 108 15.6 108 100 1-A
TEST LOCATION:
1519 BLOCK A, PAD#23
1520 BLOCK A, PAD#24
1521 BLOCK A, PAD#25
1522 BLOCK A, PAD#51
1523 LIBERTY CIRCLE AT STATION#0+55
1524 LIBERTY CIRCLE AT STATION#1+50
1525 LIBERTY CIRCLE AT STATION#3+20
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' Hy S ' `'ed
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL- T,=-TI G,IN'.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering Consulti
REPORT OF FIELD
/i
�. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 10/05/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-79
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 S PCF
1512. 10/05/00 FG-2.0 5 12.5 108 15.2 106 98 1-A
1513 10/05/00 FG-1.7 5 12.5 108 16.0 106 98 1-A
1514 10/05/00 FG-1.7 5 12.5 108 15.2 107 99 1-A
1515 10/05/00 FG-1.2 5 12.5 .108 15.1 108 100 1-A
1516 10/05/00 FG-1.2 5 12.5 108 16.5 109 101 1-A
1517 10/05/00 FG-1.2 5 12.5 108 15.7 107 99 1-A
1518 . 10/05/00 FG-1.3 5 12.5 108 15.3 109 101 1-A
TEST LOCATION:
1512 BLOCK B, PAD#23
1513 BLOCK B, PAD#24
1514 BLOCK B, PAD#25
1515 BLOCK B, PAD#24
1516 BLOCK B, PAD#25
1517 BLOCK B, PAD#19
1518 BLOCK B,PAD#20 •
CC: STEVE TOPLETZ,ANDANTE .
1. ALL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ll i
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Ait6-- Ityl Itted,
3. LIME STABILIZED • C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS 1
4. CEMENT TREATED D. RETEST AL . , G,I,C.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti ! /