Townhouses-LR000918 REPORT OF FIELD
/ 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 09/18/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-66B
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OP IMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMEND
% PCF % PCF
1253 09/18/00 FG-6.4 4 20.1 101.9 21.0 102 100 1-A
1254 09/18/00 FG-6.4 4 20.1 101.9 22.0 100 98 1-A
1255 09/18/00 FG-8.1 4 20.1 101.9 21.3 101 100 1-A
1256 09/18/00 FG-7.6 4 20.1 101.9 21.0 101 99 1-A
1257 09/18/00 FG-5.9 4 20.1 101.9 21.0 102 100 1-A
1258 09/18/00 FG-5.9 4 20.1 101.9 20.9 102 100 1-A
1259 09/18/00 FG-7.1 _ 4 20.1 101.9 22.8 99 98 1-A
TEST LOCATION:
1253 BLOCK A,PAD#51
1254 BLOCK A,PAD#52
1255 BLOCK A, PAD#54
1256 BLOCK A, PAD#54
1257 BLOCK A, PAD#51
1258 BLOCK A,PAD#52
1259 BLOCK A, PAD#54
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 1.1" N/r
3. LIME STABIUZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST 7 " I =,INC.
Geotechnical Engineering I Constriction Materials Testing I Environmental Engineering I Con Ni r
REPORT OF FIELD
Nik 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 09/18/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-66A
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
1246 09/18/00 FG-5.2 4 20.1 101.9 22.0 102 100 1-A
1247 09/18/00 FG-52 4 20.1 101.9 22.7 100 98 1-A
1248 09/18/00 FG-5.3 4 20.1 101.9 21.2 102 100 1-A
1249 09/18/00 FG-5.5 4 20.1 101.9 21.9 99 97 1-A
1250 09/18/00 FG-5.7 4 20.1 101.9 21.7 100 99 1-A
1251 09/18/00 FG-5.8 4 20.1 101.9 20.5 102 100 1-A
1252 09/18/00 FG-4.7 4 20.1 101.9 212 101 99 1-A
TEST LOCATION:
1246 BLOCK B, PAD#24
1247 BLOCK B, PAD#25
1248 BLOCK B, PAD#17
1249 BLOCK B, PAD#18
1250 BLOCK B,PAD#19
1251 BLOCK B, PAD#20
1252 BLOCK B,PAD#24
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 - -Ale1
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST •LP ; -, N=,INC.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons i ,
REPORT OF FIELD
/ ,, 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 09/18/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-66
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
1239 09/18/00 FG-5.8 4 20.1 _ 101.9 21.8 100 98 1-A
1240 09/18/00 FG-6.0 4 20.1 101.9 20.9 102 100 1-A
1241 09/18/00 FG-62 4 20.1 101.9 20.8 102 100 1-A
1242 09/18/00 FG-6.3 4 20.1 101.9 21.4 • 100 98 1-A
1243 09/18/00 FG-6.0 4 20.1 . 101.9 21.8 101 99 1-A
1244 09/18/00 FG-6.0 4 20.1 101.9 21.3 100 98 1-A
1245 09/18/00 FG-6.0 4 _ 20.1 101.9 23.3 99 97 1-A
TEST LOCATION:
1239 BLOCK B,PAD#17
1240 BLOCK B, PAD#18
1241 BLOCK B, PAD#19
1242 BLOCK B, PAD#20
1243 BLOCK B, PAD#21
1244 BLOCK B,PAD#22 •
1245 BLOCK B, PAD#23
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 . �/
- . e
3. UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ./0 '
4. CEMENT TREATED D. RETEST A .. S NG, C.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Co ulU g
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 09/18/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-65B
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
1232 09/18/00 FG-6.3 2 19.0 100.4 21.7 97 96 1-A
1233 09/18/00 FG-6.5 2 19.0 100.4 22.0 98 98 1-A
1234 09/18/00 FG-6.7 2 19.0 100.4 21.4 100 99 1-A
1235 09/18/00 FG-6.8 2 19.0 100.4 21.8 100 100 1-A
1236 09/18/00 FG-6.5 2 19.0 100.4 21.4 97 96 1-A
1237 09/18/00 FG-6.5 2 19.0 100.4 21.9 97 96 1-A
1238 09/18/00 FG-6.5 2 19.0 100.4 19.4 102 102 1-A
TEST LOCATION:
1232 BLOCK B, PAD#17
1233 BLOCK B,PAD#18
1234 BLOCK B, PAD#19
1235 BLOCK B,PAD#20.
1236 BLOCK B, PAD#21
1237 BLOCK B,PAD#22
1238 BLOCK B,PAD#23
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 1. P° /
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST i- - , ,I ..
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I C.ns , ng
REPORT OF FIELD
IIAL COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wlsconsln St.,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/18/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-65A
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT NUMBER MOISTURE DRY DENSrTY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1225 09/18/00 FG-7.0 2 19.0 100.4 21.1 98 98 1-A
1226 09/18/00 FG-6.8 2 19.0 100.4 22.8 98 97 1-A
1227 09/18/00 FG-5.7 2 19.0 , 100.4 20.6 100 100 1-A
1228 09/18/00 FG-5.7 2 19.0 s 100.4 21.3 100 100 1-A
1229 09/18/00 FG-7.0 2 19.0 100.4 20.7 97 97 1-A
1230 09/18/00 FG-7.0 2 19.0 , 100.4 21.2 96 96 1-A
1231 09/18/00 FG-7.0 2 19.0 100.4 20.2 100 100 1-A
TEST LOCATION:
1225 BLOCK B,PAD#18
1226 BLOCK B, PAD#17
1227 BLOCK B,PAD#25
1228 BLOCK B,PAD#24
1229 BLOCK B,PAD#23
1230 BLOCK B, PAD#22
1231 BLOCK B, PAD#21
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 '/IY S ' /
3. UME STABIUZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS '/'
4. CEMENT TREATED D. RETEST •LP, • rr ,IN'
Geotechnical Engineering I Constn,ction Materials Testing I Environmental Engineering I Cons•It! •
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 09/18/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-65
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
1218 09/18/00 FG-6.2 2 19.0 100.4 22.5 96 96 1-A
1219 09/18/00 FG-6.2 4 20.1 101.9 20.2 101 99 1-A
1220 09/18/00 FG-7.5 4 20.1 101.9 21.3 101 99 1-A
1221 09/18/00 FG-7.5 4 20.1 101.9 20.5 99 97 1-A
1222 09/18/00 FG-7.5 4 20.1 101.9 20.2 101 99 1-A
1223 09/18/00 FG-7.3 4 20.1 101.9 20.6 103 101 1-A
1224 09/18/00 FG-7.3 4 20.1 101.9 22.7 98 97 1-A
TEST LOCATION:
1218 BLOCK B, PAD#25
1219 BLOCK B, PAD#24
1220 BLOCK B, PAD#23
1221 BLOCK B, PAD#22
1222 BLOCK B,PAD#21
1223 BLOCK B, PAD#20
1224 BLOCK B, PAD#19
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 )01r
4. CEMENT TREATED O. RETEST • l .P ,I /
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering 1 Con ulti