Townhouses-LR000926 REPORT OF FIELD
/i,, COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/2634937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/26/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-71 B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT .
NO. DATE DEPT NUMBER MOISTURE ow DEPOT' MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
'1358 09/26/00 FG-3.8 2 19.0 100.4 20.6 98 97 1-A
1359 09/26/00 FG-3.7 2 19.0 100.4 19.3 101 101 1-A
1360 09/26/00 FG-3.7 2 19.0 100.4 20.5 98 97 1-A
1361 09/26/00 FG-3.7 2 19.0 100.4 21.5 99 98 1-A
1362 09/26/00 FG-3.7 2 19.0 100.4 , 21.8 97 96 1-A
1363 09/26/00 FG-3.7 2 19.0 100.4 20.3 97 96 1-A
1364 09/26/00 FG-3.7 2 19.0 100.4 21.4 97 97 1-A
TEST LOCATION:
1358 BLOCK A, PAD#44
1359 BLOCK A, PAD#45
1360 BLOCK A, PAD#46
1361 BLOCK A, PAD#47
1362 BLOCK A, PAD#48
1363 BLOCK A, PAD#49
1364 BLOCK A,PAD#50
CC: STEVE TOPLETZ,ANDANTE /
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WRH SPECIFICATIONS -
/
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS �„�„�;r(((///
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP J. ,: ING,IN'.
/ i
Geotechnicel Engineering N Construction Materials Testing N Environmental Engineering N Consult!
REPORT OF FIELD
Alk 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 09/26/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-71A
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
'1351 09/26/00 FG-4.3 4 20.1 101.9 20.3 102 100 1-A
1352 09/26/00 FG-4.3 4 20.1 101.9 20.5 101 99 1-A
1353 09/26/00 FG-3.7 4 20.1 101.9 22.4 98 96 1-A
1354 09/26/00 FG-3.8 4 20.1 101.9 21.4 99 97 1-A
1355 09/26/00 FG-3.9 4 20.1 101.9 20.8 100 98 1-A
1356 0926/00 FG-4.1 2 19.0 100.4 20.7 97 97 1-A
1357 09/26/00 FG-3.6 2 19.0 100.4 21.7 97 96 1-A
TEST LOCATION:
1351 BLOCK A, PAD#35
1352 BLOCK A, PAD#36
1353 BLOCK A, PAD#38
1354 BLOCK A, PAD#39
1355 BLOCK A,PAD#40
1356 BLOCK A,PAD#41
1357 BLOCK A,PAD#43
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
R ?' -, S
2. NATURAL SUBCTRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS r� �
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST r/' i.•, Ne.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering Con- tin,
REPORT OF FIELD
7NhkCOMPACTION 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 09/26/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-71
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
1344 09/26/00 FG-4.2 2 19.0 100.4 21.3 96 96 1-A
1345 09/26/00 FG-4.2 2 19.0 100.4 21.6 96 96 1-A
1346 09/26/00 FG-4.3 2 19.0 100.4 20.8 97 96 1-A
1347 09/26/00 FG-4.3 2 19.0 100.4 20.7 100 100 1-A
1348 0926/00 FG-4.3 2 19.0 100.4 21.1 100 100 1-A
1349 09/26/00 FG-4.3 2 19.0 100.4 22.5 99 98 1-A
1350 09/26/00 FG-4.2 2 19.0 _ 100.4 20.4 100 99 1-A
TEST LOCATION:
1344 BLOCK A,PAD#27
1345 BLOCK A,PAD#28
1346 BLOCK A,PAD#29
1347 BLOCK A,PAD#30
1348 BLOCK A,PAD#32
1349 BLOCK A, PAD#33
1350 BLOCK A, PAD#34
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 Or/3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST / I ,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering Con Ri ,
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 09/26/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-70B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oPTMAUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MasruRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
'1337 09/26/00 FG-3.8 4 20.1 101.9 22.7 102 100 1-A
1338 09/26/00 FG-3.5 4 20.1 101.9 22.1 101 99 1-A
1339 09/26/00 FG-3.7 4 20.1 101.9 20.7 103 101 1-A
1340 09/26/00 FG-3.8 4 20.1 101.9 20.2 101 100 1-A
1341 09/26/00 FG-4.0 4 20.1 101.9 21.9 101 99 1-A
1342 09/26/00 FG-4.0 4 20.1 101.9 22.6 102 100 1-A
1343 09/26/00 FG-4.0 4 20.1 101.9 22.3 102 100 1-A
TEST LOCATION:
1337 BLOCK B,PAD#17
1338 BLOCK B,PAD#18
1339 BLOCK B,PAD#19
1340 BLOCK B,PAD#20
1341 BLOCK B,PAD#21
1342 BLOCK B,PAD#22
1343 BLOCK B,PAD#23
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
/ /
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS S ,, 4 ■-.
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST 41 L" T-- I ,INC
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co ulti' •
ng ng ng
REPORT OF FIELD
1/ COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texos 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/26/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-70A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL.ID OPTIMUM MAXIMUM LAB IN RACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY oeiSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
'1330 09/26/00 FG-4.8 5 12.5 108 14.9 109 101 1-A
1331 09/26/00 FG-4.8 5 12.5 108 16.9 106 98 1-A
1332 09/26/00 FG-42 5 12.5 108 15.6 106 98 1-A
1333 09/26/00 FG-4.3 5 12.5 108 15.4 107 99 1-A
1334 09/26/00 FG-4.4 5 12.5 108 14.5 107 99 1-A
1335 09/26/00 FG-4.6 5 12.5 108 15.5 106 98 1-A
1336 09/26/00 FG-4.1 5 12.5 108 15.2 109 101 1-A
TEST LOCATION:
1330 BLOCK A, PAD#35
1331 BLOCK A,PAD#36
1332 BLOCK A,PAD#38
1333 BLOCK A, PAD#39
1334 BLOCK A, PAD#40
1335 BLOCK A, PAD#41
1336 BLOCK A, PAD#43
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 Respectfully Submitted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST ALPHA TESTING,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
REPORT OF FIELD
1i/• COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wiscons/n St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/4064023
TESTED FOR LEMP DEVELOPMENT DATE 09/26/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-70
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE Dar DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF x PCF
1323 09/26/00 FG-4.7 5 12.5 108 14.5 109 101 1-A
1324 09/26/00 FG-4.7 5 12.5 108 15.3 108 100 1-A
1325 09/26/00 FG-4.8 5 12.5 108 14.5 108 100 1-A
1326 09/26/00 FG-4.8 5 12.5 108 14.9 107 99 1-A
1327 09/26/00 FG-4.8 5 12.5 108 16.4 104 96 1-A
1328 09/26/00 FG-4.8 5 12.5 108 15.2 107 99 1-A
1329 09/26/00 FG-4.7 5 12.5 108 15.0 108 100 1-A
TEST LOCATION:
1323 BLOCK A, PAD#27
1324 BLOCK A,PAD#28
1325 BLOCK A, PAD#29
1326 BLOCK A,PAD#30
1327 BLOCK A, PAD#32
1328 BLOCK A,PAD#33
1329 BLOCK A, PAD#34
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /
2. NATURAL SUBORADE 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 . -0 0 G r I .
Geotechnical Engineering I Construction Materials Testing Environmental Engineering /C r su ing