Townhouses-LR000920 ,t
REPORT OF FIELD
/ik 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 09/20/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-67B
COPPELL,TEXAS
•
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSTY MOISTURE DRY DENSITY COMPACTION COMMENT'
PCF S PCF
1274 09/20/00 FG-6.3 4 20.1 101.9 21.7 102 100 1-A
1275' 09/20/00 FG-6.3 4 20.1 101.9 22.5 102 100 1-A
1276 09/20/00 FG-4.7 4 20.1 101.9 22.6 101 99 1-A
1277 09/20/00 FG-5.8 4 20.1 101.9 23.0 101 99 1-A
1278 09/20/00 FG-5.9 4 . 20.1 - 101.9 21.1 101 99 1-A
1279 . 09/20/00 FG-6.1 4 20.1 101.9 22.6 101 100 1-A
1280 • 09/20/00 FG-5.1 4 20.1 . 101.9 20.7 101 99 1-A
TEST LOCATION:
1274 BLOCK A, PAD#35
1275 BLOCK A, PAD#36
•
1276 BLOCK A, PAD#38
1277 BLOCK A, PAD#39
1278. BLOCK A, PAD#40
1279 BLOCK A, PAD#41
1280 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 i IN S itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP, TI'G,I C.
Geotechnical Engineering N Construction Materials Testing /.Environmental Engineering I Con lti g
REPORT OF FIELD
IINL 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 09/20/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-67A
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
1267 09/20/00 FG-6.2 4 20.1 101.9 20.5 102 100 1-A
1268 09/20/00 FG-6.2 4 20.1 101.9 20.8 101 99 1-A
1269 09/20/00 FG-6.3 4 20.1 101.9 20.5 102 100 1-A
1270 09/20/00 FG-6.3 4 20.1 101.9 21.7 102 100 1-A
1271 09/20/00 FG-6.3 4 20.1 101.9 22.2 101 99 1-A
1272 09/20/00 FG-6.3 4 20.1 101.9 22.4 100 98 1-A
1273 09/20/00 FG-6.2 4 20.1 101.9 22.9 101 99 1-A
TEST LOCATION:
1267 BLOCK A, PAD#27
1268 BLOCK A, PAD#28
1269 BLOCK A, PAD#29
1270 BLOCK A, PAD no
1271 BLOCK A, PAD#32
1272 BLOCK A, PAD#33
1273 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 - Su,• ;tied
3. UME STABIL� WITH D C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY TH SPECIFICATIONS ,O.
4. CEMENT TREATED D. RETEST P, • i- I ,IN .
Geotechnical Engineering 1 Construction Materials Testing I Environmental Engineering I Con Mi
REPORT OF FIELD
Nik COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 1W
Dolts Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/20/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-67
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID oPnMuM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1260 09/20/00 FG-4.8 4 20.1 101.9 20.1 101 99 1-A
1261 09/20/00 FG-5.0 4 20.1 101.9 21.0 100 98 1-A
1262 0920/00 FG-5.2 4 20.1 101.9 22.0 101 99 1-A
1263 09/20/00 FG-5.3 4 20.1 101.9 21.3 101 100 1-A
1264 09/20/00 FG-5.5 4 20.1 101.9 20.6 101 99 1-A
1265 09/20/00 FG-5.5 4 20.1 101.9 20.2 103 101 1-A
1266 09/20/00 FG-5.5 4 20.1 101.9 22.5 _ 101 99 1-A
TEST LOCATION:
1260 BLOCK B,PAD#17
1261 BLOCK B,PAD#18
1262 BLOCK B, PAD#19
1263 BLOCK B,PAD#20
1264 BLOCK B,PAD#21
1265 BLOCK B, PAD#22
1266 BLOCK B,PAD#23
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS i / /
2. NATURAL SUBORADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS S �' Itttll�
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ///
4. CEMENTTREATED D. RETEST ALP` G,I •
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Cons-Iii
REPORT OF FIELD
NL COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wlsconsln St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 09/20/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-64A
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
•
1211 09/20/00 FG-5.2 4 20.1 101.9 21.5 101 99 1-A
1212 09/20/00 FG-5.2 4 20.1 101.9 21.0 101 99 1-A
1213 09/20/00 FG-5.2 4 20.1 101.9 24.0 98 97 1-A
1214 09/20/00 FG-5.2 4 20.1 101.9 22.2 101 99 1-A
1215 09/20/00 FG-5.2 4 20.1 101.9 20.8 102 100 1-A
1216 09/20/00 FG-5.2 4 20.1 101.9 23.5 99 98 1-A
1217 09/20/00 FG-5.4 4 20.1 101.9 20.6 102 100 1-A
TEST LOCATION:
1211 BLOCK A, PAD#45
1212 BLOCK A, PAD#46
1213 BLOCK A, PAD#47
1214 BLOCK A, PAD#48
1215 BLOCK A, PAD#49
1216 BLOCK A, PAD#50
1217 BLOCK A, PAD#51
CC: STEVE TOPLETZ,ANDANTE
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
- i
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS SU•,
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST I ,INC
Geotechnical Engineering I Construction Materials Testing N Environmental Engineering I Con• Ili
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 09/20/00
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-64
COPPELL,TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
p
1204 09/20/00 FG-5.0 4 20.1 101.9 21.1 101 100 1-A
-
1205 09/20/00 FG-5.0 4 20.1 101.9 21.9 101 99 1-A
1206 09/20/00 FG-4.3 4 20.1 101.9 21.3 102 100 1-A
1207 09/20/00 FG-4.3 4 20.1 101.9 23.4 • 98 96 1-A
1208 09/20/00 FG-3.8 4 20.1 101.9 21.9 101 99 1-A
1209 09/20/00 FG-3.8 4 20.1 101.9 21.4 101 99 1-A
1210 09/20/00 FG-5.3 4 20.1 101.9 22.9 100 98 1-A
TEST LOCATION:
1204 PAVING LIBERTY CIRCLE AT STATION#1+00
1205 PAVING LIBERTY CIRCLE AT STATION#3+00
1206 PAVING LIBERTY CIRCLE AT STATION#0+75
1207 PAVING LIBERTY CIRCLE AT STATION#2+90
1208 PAVING LIBERTY CIRCLE AT STATION#1+05
1209 PAVING LIBERTY CIRCLE AT STATION#3+00
1210 BLOCK A,PAD#44
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 Dy S 8d
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ir /
4. CEMENT TREATED D. RETEST •L" • G,I r r .
/
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Con-ult •