Townhouses-LR001002 REPORT OF FIELD
111, 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 10/02/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-76B
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
1463 10/02/00 FG-2.9 2 19.0 100.4 21.8 100 99 1-A
1464 10/02/00 FG-2.4 2 19.0 100.4 19.2 98 98 1-A
1465 10/02/00 FG-4.1 2 19.0 100.4 22.3 99 98 1-A
1466 10/02/00 FG-3.6 2 19.0 100.4 20.1 98 98 1-A
1467 10/02/00 FG-3.1 2 19.0 100.4 21.1 99 99 1-A
1468 10/02/00 FG-2.8 2 19.0 100.4 21.6 101 101 1-A
1469 10/02/00 FG-3.0 2 19.0 100.4 21.9 97 97 1-A
TEST LOCATION:
1463 BLOCK A, PAD#51
1464 BLOCK A, PAD#52
1465 BLOCK A,PAD#54
1466 BLOCK A, PAD#54
1467 BLOCK A, PAD#54
1468 BLOCK B,PAD#17
.1469 BLOCK B, PAD#18
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS / /tted 2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS •
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS _
4. CEMENT TREATED D. RETEST AL's, ' S G,IN
Geotechnicai Engineering / Construction Materials Testing /Environmental Engineering /Con ulf g
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 10/02/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-76A
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
1456 10/02/00 FG-2.8 2 19.0 100.4 19.5 99 98 1-A
1457 10/02/00 FG-2.2 2 19.0 100.4 21.7 96 96 1-A
1458 10/02/00 FG-2.3 2 19.0 100.4 19.0 101 101 1-A
1459 10/02/00 - FG-2.4 4 20.1 101.9 24.1 100 98 1-A
1460 10/02/00 FG-2.6 4 20.1 101.9 24.1 102 100 1-A
1461 10/02/00 FG-2.1 4 20.1 101.9 22.6 101 99 1-A
1462 . 10/02/00 FG-2.2 4 20.1 101.9 20.8 102 100 1-A
TEST LOCATION:
1456 BLOCK A, PAD#36
1457 BLOCK A, PAD#38
1458 BLOCK A, PAD#39
1459 BLOCK A, PAD#40
1460 BLOCK A, PAD#41
1461 BLOCK A, PAD#43
1462 BLOCK A, PAD#27
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 •-j IN • itt •
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST , •L" A S ING,I .
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Con iti •
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 10/02/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-76
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRYDENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1449 10/02/00 FG-2.3 2 19.0 100.4 19.9 99 99 1-A
1450 10/02/00 FG-2.2 2 19.0 100.4 19.5 99 98 1-A
1451 10/02/00 FG-2.2 2 19.0 100.4 20.9 98 97 1-A
1452 10/02/00 FG-2.2 2 19.0 100.4 19.6 100 100 1-A
1453 10/02/00 FG-2.2 2 19.0 100.4 19.9 97 97 1-A
1454 • 10/02/00 FG-2.2 4 20.1 101.9 20.4 102 100 1-A
1455 10/02/00 FG-2.8 4 20.1 101.9 22.1 103 101 1-A
TEST LOCATION:
1449 BLOCK A, PAD#44
1450 BLOCK A, PAD#45
1451 BLOCK A, PAD#47
1452 BLOCK A, PAD#48
1453 BLOCK A, PAD#49
1454 BLOCK A, PAD#50
1455 BLOCK A, PAD#35
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 11 ` bmitt
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST / A • E ING, I C.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co,su ing /
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 10/02/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-75B
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
1442 10/02/00 FG-2.7 4 20.1 101.9 23.1 99 97 1-A
1443 10/02/00 FG-2.7 4 20.1 101.9 21.4 101 99 1-A
1444 10/02/00 FG-2.8 4 20.1 101.9 21.6 102 100 1-A
1445 10/02/00 FG-2.8 4 20.1 101.9 20.2 102 100 1-A
1446 10/02/00 FG-2.8 4 20.1 101.9 21.8 99 97 1-A
1447 10/02/00 FG-2.8 4 20.1 101.9 21.4 101 99 1-A
1448 10/02/00 FG-2.7 4 20.1 101.9 21.3 102 100 1-A
TEST LOCATION:
1442 BLOCK A, PAD#27
1443 BLOCK A, PAD#28
1444 BLOCK A, PAD#29
1445 BLOCK A, PAD#30
1446 BLOCK A, PAD#32
1447 BLOCK A, PAD#33
1448 BLOCK A,PAD#34
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 11ted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST NG,INC
Gootechnical Engineering I Construction Materials Testing I Environmental Engineering I Co -u ing
RETORT OF FIELD
Nii, . 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 10/02/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-75A
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 COMMEND
% PCF % PCF
1435 10/02/00 FG-2.4 4 20.1 101.9 23.0 99 97 1-A
1436 10/02/00 FG-2.4 4 20.1 101.9 21.6 100 98 1-A
1437 10/02/00 FG-1.8 4 20.1 101.9 22.9 99 97 1-A
1438 10/02/00 FG-3.4 4 20.1 101.9 22.3 101 99 1-A
1439 10/02/00 FG-2.9 4 20.1 101.9 21.6 100 98 1-A
1440 - 10/02/00 FG-2.7 4 20.1 101.9 23.3 98 96 1-A
1441 10/02/00 FG-2.7 4 20.1 101.9 22.9 98 96 1-A
TEST LOCATION:
1435 COLONIAL DRIVE-15'SOUTH AND 30'EAST FROM BLOCK A, PAD#11
1436 CLUBHOUSE AREA
1437 CLUBHOUSE AREA
1438 BLOCK A, PAD#51
1439 BLOCK A, PAD#52
1440 BLOCK A, PAD#50
1441 BLOCK A, PAD#49
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 - -.' 'IIy ' •"Itttd
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ' • ' T G,INC
Geotechnical Engineering I Construction Materials Testing /Environmental Engineering /Cons Iti g
REPORT OF FIELD
/1/ COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin S1.Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 10/02/00
DALLAS,TEXAS
PROJECT - COPPELL TOWNHOMES OUR REPORT NO. 00430-75
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 DENSrrY COMPACTION COMMENT*
% PCF % PCF
1428 10/02/00 FG-3.0 4 20.1 101.9 22.9 99 97 1-A
1429 10/02/00 FG-3.0 4 20.1 101.9 21.6 101 99 1-A
1430 10/02/00 FG-2.4 4 20.1 101.9 21.5 102 100 • 1-A
1431 10/02/00 FG-2.4 4 20.1 101.9 21.8 101 100 1-A
1432 10/02/00 FG-4.0 4 20.1 101.9 21.4 100 98 1-A
1433 10/02/00 FG-3.4 4 20.1 101.9 22.3 100 98 1-A
1434 _ 10/02/00 FG-3.0 4 _ 20.1 101.9 22.3 101 99 1-A
TEST LOCATION:
1428 LIBERTY CIRCLE AT STATION#0+50
1429 LIBERTY CIRCLE AT STATION#3+18
1430 LIBERTY CIRCLE AT STATION#0+75
1431 LIBERTY CIRCLE AT STATION#3+00
1432 INDEPENDENCE DRIVE-20'SOUTH AND 20'EAST FROM SOUTHWEST CORNER OF BLOCK B, PAD#35
1433 INDEPENDENCE DRIVE-20'SOUTH AND 20'EAST FROM SOUTHWEST CORNER OF BLOCK B, PAD#35
1434_COLONIAL DRIVE-10'SOUTH AND 15'EAST FROM SOUTHWEST CORNER OF BLOCK A, PAD#5
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS S /
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R R . ed
-
. 3. LIME STABILIZED • C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST • P., • ri.TING,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulti