ST9302-LR 991016ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
9?2/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
DATE 10/16/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-93
TEST DATA:
TEST "'"~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
277 10/16/99 FG 1L 22.2 94.7 23.0 91 96 3-AD
278 10/16/99 FG 1L 22.2 94.7 22.5 91 96 3-AD
279 10/16/99 FG 1L 22.2 94.7 23.5 95 101 3-AD
280 10/16/99 FG 1L 22.2 94.7 23.4 93 98 3-AD
281 10/16/99 FG 1L 22.2 94.7 22.9 93 99 3-AD
282 10/16/99 FG 1L 22.2 94.7 23.1 91 96 3-AD
283 10/16/99 FG 1L 22,2 94.7 22.2 95 100 3-AD
TEST LOCATION:
277 RETEST OF TEST #267 PERFORMED ON 10/14/99
278 RETEST OF TEST #268 PERFORMED ON 10/14/99
279 RETEST OF TEST #269 PERFORMED ON 10/14/99
280 RETEST OF TEST #271 PERFORMED ON 10114/99
281 RETEST OF TEST #273 PERFORMED ON 10/14/99
282 RETEST OF TEST #270 PERFORMED ON 10/14/99
283 RETEST OF TEST #274 PERFORMED ON 10/14/99
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Respq_ctfully Submittec[,
ALPHA TEST'IN~, INC.
Geotechnical Engineering · Construction Materials Teslfng · Environmental Engineedng · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
DATE 10/16/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-93A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~,.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
284 10/16/99 FG 1L 22.2 94.7 21.3 92 97 3-AD
285 10/16/99 FG 1L 22.2 94.7 20.5 94 99 3-AD
286 10/16/99 FG 1L 22.2 94.7 22.2 92 98 3-AD
287 10/16/99 FG 1L 22.2 94.7 23.2 96 101 3-AD
288 10/16/99 FG 1L 22.2 94.7 21.8 95 100 3-AD
289 10/16/99 FG 1L 22.2 94.7 23.5 95 100 3-AD '
290 10/16/99 FG 1L 22.2 94.7 22.4 94 100 3-AD
TEST LOCATION:
284 RETEST OF TEST #272 PERFORMED ON 10/14/99
285 RETEST OF TEST #275 PERFORMED ON 10/14/99
286 RETEST OF TEST #231 PERFORMED ON 10/13/99
287 RETEST OF TEST #232 PERFORMED ON 10/13/99
288 RETEST OF TEST #233 PERFORMED ON 10/13/99
289 RETEST OF TEST #234 PERFORMED ON 10/13/99
290 RETEST OF TEST #235 PERFORMED ON 10/13/99
1. FILL
2. NATURALSUBGRADE
3. LIME STABIL~ED
CEMENTTREATED
A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
S. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
R ~'~.ect fully S u,b .mit~
ALPHA TESTING,
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consutlfng
~ ~ ~ i !' ~ I'
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 10/16/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-93B
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
291 10/16/99 FG 1L 22.2 94.7 22.9 94 99 3-AD
292 10/16/99 FG 1L 22.2 94.7 23.0 90. 95 3-AD
293 10/16/99 FG 1L 22.2 94.7 24.5 93' 98 3-AD
294 10/16/99 FG 1L 22.2 94.7 26.5 91 96 3-AD
295 10/16/99 FG 1L 22.2 94.7 21.5 96' 102 3-AD
296 10/16/99 FG 1L 22.2 94.7 23.6 91 96 3-AD
297 10/16/99 FG 1L 22.2 94.7 22.5 94 99 3-AD
TEST LOCATION:
291 RETEST OF TEST #236 PERFORMED ON 10/13/99
292 RETEST OF TEST #237 PERFORMED ON 10/13/99
293 RETEST OF TEST #238 PERFORMED ON 10/13/99'
294 RETEST OF TEST #239 PERFORMED ON 10/13/99
295 RETEST OF TEST #240 PERFORMED ON 10/13/99
296 RETEST OF TEST #241 PERFORMED ON 10/13/99
297 RETEST OF TEST #242 PERFORMED ON 10/13/99
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4, CEMENTTREATED
*A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D, RETEST
Re~spectfully Submitte~ ~
' '. J / ',.. ~\ '.?
ALPHA TESTING,TNC/¢-¢-
Geotechnical Engineering · Construction Materials Testing · En~ronmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 10/16/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-93C
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST '",~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
298 10/16/99 FG 1L 22.2 94.7 23.1 91 96 3-AD
TEST LOCATION:
298 RETEST OF TEST #243 PERFORMED ON 10/13/99
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C, PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Res~te~,tfully Sub. mitred/
/./,, ../,.,.~- ? ,
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting