Townhouses-LR001001 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 09/30/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-74B
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
1421 09/30/00 FG-2.9 4 20.1 101.9 20.4 104 102 1-A
1422 09/30/00 FG-3.1 4 20.1 101.9 20.4 101 99 1-A
1423 09/30/00 FG-2.6 4 20.1 101.9 20.1 101 99 1-A
1424 09/30/00 FG-2.8 4 20.1 101.9 , 23.6 98 97 1-A
1425 09/30/00 FG-2.7 4 20.1 101.9 22.2 101 99 1-A
1426 09/30/00 FG-2.7 4 20.1 101.9 21.2 102 100 1-A
1427 09/30/00 FG-2.7 4 20.1 _ 101.9 _ 22.8 98 _ 96 1-A
TEST LOCATION:
1421 BLOCK A, PAD#40
1422 BLOCK A, PAD#41
1423 BLOCK A, PAD#43
1424 BLOCK A, PAD#44
1425 BLOCK A, PAD#45
1426 BLOCK A, PAD#47
1427 BLOCK A, PAD#48
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS 1 /
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Alie S itted
3. LIME STABILIZED . C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST • P • T S G,IN .
Geotechnical Engineering / Construction Materials Testing I Environmental Engineering Cons Iti,
REPORT OF FIELD
/ ,, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
I
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/30/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-74A
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
1414 09/30/00 FG-3.3 2 19.0 100.8 19.8 101 100 1-A
1415 09/30/00 FG-3.3 2 19.0 100.8 20.7 99 99 1-A
1416 09/30/00 FG-3.2 2 19.0 100.8 20.9 99 99 1-A
1417 09/30/00 FG-3.3 4 20.1 101.9 23.1 99 97 1-A
1418 09/30/00 FG-3.3 4 20.1 101.9 21.3 101 99 1-A
1419 09/30/00 FG-2.7 4 20.1 101.9 21.0 102 100 1-A
1420 09/30/00 FG-2.8 4 20.1 101.9 21.6 101 99 1-A
TEST LOCATION:
1414 BLOCK A, PAD#32
1415 BLOCK A, PAD#33
1416 BLOCK A, PAD#34
1417 BLOCK A, PAD#35
1418 BLOCK A, PAD#36
1419 BLOCK A, PAD#38
1420 BLOCK A, PAD#39
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 •' ■Iy SJ�'/IK-.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST ' TING,I '.
'
Geotechnical Engineering 1 Construction Materials Testing I Environmental Engineering I Con Iti
REPORT OF FIELD
11/INL COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin S1,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/30/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-74
COPPELL,TEXAS
TEST DATA
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSrry MOISTURE DRY DENSITY COMPACTION COMMEND
% PCP % PCF
1407 , 09/30/00 FG-2.2 2 19.0 100.8 - 19.3 98 97 1-A
1408 09/30/00 FG-2.3 2 19.0 100.8 , 19.0 97 96 1-A
`
1409 09/30/00 FG-2.4 2 19.0 100.8 20.4 96 95 1-A
1410 , 09/30/00 FG-3.2 2 19.0 100.8 19.4 98 97 1-A
1411 09/30/00 FG-3.2 2 19.0 100.8 , 19.3 99 98 1-A
1412 , 09/30/00 FG-3.3 2 19.0 100.8 19.3 98 97 1-A
1413 09/30/00 FG-3.3 2 19.0 100.8 19.3 100 100 1-A
TEST LOCATION:
1407 BLOCK A, PAD#23
1408 BLOCK A, PAD#124
1409 BLOCK A, PAD#25
1410 BLOCK A, PAD#27
1411 BLOCK A, PAD#28
1412 BLOCK A, PAD#29
1413 BLOCK A, PAD#30
CC: STEVE TOPLETZ,ANDANTE
iI. FILL *A IN PLACE PERCENT MOISTURE MID PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Sy/
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ed
4. CEMENT TREATED D. RETEST ;/,, - I `.INC.
Geotechnical Engineering 9 Construction Materials Testing P Environmental Engineering .' Con in