ST9302-LR 991014ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 10/14/99
OUR REPORT NO:
98881-92
TECHNICIAN: P.M.
WEATHER: CLEAR
TEMPERATURE RANGE:
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
A TOTAL OF 33 FIELD DENSITY TESTS WERE PERFORMED ON STABILIZED SOIL FOR PAVING. SEE
~.TTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
WHILE ON SITE THE TECHNICIAN PERFORMED 4 FIELD GRADATION TESTS ON LIME STABILIZED MATERIALS.
SEE ATTACHED REPORT FOR TEST RESULTS.
GARRETH CAMPBELL WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
~T THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
Respectfully Submitted,
Geotechnicat Engineering · Construction Materials Testing · Environmental 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
COPPELL, TEXAS
DATE 10/14/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-92A
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
244 10/14/99 FG 1L 22.2 94.7 22.4 104 109 3-B
245 10/14/99 FG 1L 22.2 94.7 24.9 96 101 3-A
246 10/14/99 FG 1L 22.2 94.7 21.9 100 106 3-BC
247 10/14/99 FG 1L 22.2 94.7 25.0 97 103 3-A
248 10/14/99 FG 1L 22.2 94.7 20.0 98 103 3-C
249 10/14/99 FG 1L 22.2 94.7 23.5 97 103 3-A
250 10/14/99 FG 1L 22.2 94.7 20.6 92 97 3-C
TEST LOCATION:
244 SANDY LAKE ROAD WEST BOUND AT STATION #53+00 CNETERLINE
245 SANDY LAKE ROAD WEST BOUND AT STATION #52+50 SOUTH CURB LINE
246 SANDY LAKE ROAD WEST BOUND AT STATION #51+00 NORTH CURB LINE
247 SANDY LAKE ROAD WEST BOUND AT STATION #50+50 CENTER LINE
248 SANDY LAKE ROAD WEST BOUND AT STATION #50+00 SOUTH CURB LINE
249 SANDY LAKE ROAD WEST BOUND AT STATION #47+50 SOUTH CURB LINE
250 SANDY LAKE ROAD WEST BOUND AT STATION ~f-47+00 NORTH CURB LINE
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 COMPLYWITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Cansutfing
· '- '~ "T !' 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
COPPELL, TEXAS
DATE 10/14/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-92B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE tN PLACE PERCENT
NO. DATEDEPT~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
251 10/14/99 FG 1L 22.2 94.7 19.9 91 96 3-C
252 10/14/99 FG 1L 22.2 94.7 22.0 94 99 3-C
253 10/14/99 FG 1L 22.2 94.7 23.3 92 97 3-A
254 10/14/99 FG 1L 22.2 94.7 24.8 89 93 3-B
255 10/14/99 FG 1L 22.2 94.7 24.2 86 90 3-B
256 10/14/99 FG 1L 22.2 94.7 29.1 84 88 3-BC
257 10/14/99 FG 1L 22.2 94.7 28.1 79 83 3-BC
TEST LOCATION:
251 SANDY LAKE ROAD WEST BOUND AT STATION ~t5+50 NORTH CURB LINE
252 SANDY LAKE ROAD WEST BOUND AT STATION ~45+00 CENTERLINE
253 SANDY LAKE ROAD WEST BOUND AT STATION ~44+50 SOUTH QUARTER POINT
254 SANDY LAKE ROAD WEST BOUND AT STATION #43+00 NORTH CURB LINE
255 SANDY LAKE ROAD WEST BOUND AT STATION #42+50 SOUTH CURB LINE
256 SANDY LAKE ROAD WEST BOUND AT STATION #41+75 CENTERLINE
257 SANDY LAKE ROAD WEST BOUND AT STATION #41+00 NORTH CURB LINE
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATEO
w 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
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consutting
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 10/14/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-92C
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
258 10/14/99 FG 1L 22.2 94.7 20.0 92 97 3-C
259 10/14/99 FG 1L 22.2 94.7 22.2 91 96 3-A
260 10/14/99 FG 1L 22.2 94.7 20.9 91 96 3-C
261 10/14/99 FG 1L 22.2 94.7 23.3 91 96 3-A
262 10/14/99 FG 1L 22.2 94.7 23.3 89 94 3-B
263 10/14/99 FG 1L 22.2 94.7 22.5 90 95 3-A
264 10/14/99 FG 1 L 22.2 94.7 23.1 88 93 3-B
'EST LOCATION:
258 SANDY LAKE ROAD WEST BOUND AT STATION #~t0+00 CENTERLINE
259 SANDY LAKE ROAD WEST BOUND AT STATION #39+50 SOUTH CURB LINE
260 SANDY LAKE ROAD WEST BOUND AT STATION #38+00 NORTH CURB LINE
261 SANDY LAKE ROAD WEST BOUND AT STATION #37+50 CENTER LINE
262 SANDY LAKE ROAD WEST BOUND AT STATION #36+50 SOUTH CURB LINE
263 SANDY LAKE ROAD WEST BOUND AT STATION #5+50 NORTH CURB LINE
264 SANDY LAKE ROAD WEST BOUND AT STATION ~+00 CENTERLINE
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
'~~G, INC.
Geotechnical Engineering · ConslTucfion Materials Testing · Environmental Engineering · Consu#lng
'! : -: 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
COPPELL, TEXAS
DATE 10/14/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-92D
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
265 10/14/99 FG 1L 22,2 94.7 21.4 91 96 3-C
266 10/14/99 FG 1 L 22.2 94,7 25.6 84 89 3-B
267 10/14/99 FG 1L 22.2 94.7 21.5 92 97 3-C
268 10/14/99 FG 1L 22.2 94.7 26,6 86 91 3-BC
269 10/14/99 FG 1L 22.2 94,7 24.6 81 86 3-B
270 10/14/99 FG 1L 22.2 94.7 24,0 85 90 3-B
271 10/14/99 FG 1L 22.2 94.7 24.3 85 90 3-B
TEST LOCATION:
265 SANDY LAKE ROAD WEST BOUND AT STATION #6+25 SOUTH CURB LINE
266 SANDY LAKE ROAD WEST BOUND AT STATION #7+50 NORTH CURB LINE
267 ISANDY LAKE ROAD WEST BOUND AT STATION #8+50 CENTERLINE
268 SANDY LAKE ROAD WEST BOUND AT STATION #9+50 SOUTH CURB LINE
269 SANDY LAKE ROAD WEST BOUND AT STATION #10+50 NORTH CURB LINE
270 SANDY LAKE ROAD WEST BOUND AT STATION #11+50 CENTERLINE
271 SANDY LAKE ROAD WEST BOUND AT STATION #12+50 SOUTH CURB LINE
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
Geotechnical Engineering · Construction Materials Tesffng · Environmental Engineering · Consutting
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 10/14/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-92E
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDE PT~,...~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% F~:3F % PCF
272 10/14/99 FG 1L 22.2 94.7 23.0 86 91 3-B
273 10/14/99 FG 1L 22.2 94.7 19.4 92 97 3-C
274 10/14/99 FG 1 L 22.2 94.7 27.3 84 89 3-BC
275 10/14/99 FG 1L 22.2 94.7 16.0 86 91 3-C
276 10/14/99 FG 1L 22.2 94.7 20.1 89 94 3-BC
TEST LOCATION:
272 SANDY LAKE ROAD WEST BOUND AT STATION #13+50 NORTH CURB LINE
273 SANDY LAKE ROAD WEST BOUND AT STATION #14+50 CENTERLINE
274 SANDY LAKE ROAD WEST BOUND AT STATION #15+50 SOUTH CURB LINE
275 SANDY LAKE ROAD WEST BOUND AT STATION #16+50 CENTERLINE
276 SANDY LAKE ROAD WEST BOUND AT STATION #53+50 NORTH CURB LINE
1. FILL
2. NATURALSUBGRADE
3. LIME STABILIZED
4. CEMENTTREATED
* 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
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
MECHANICAL
STABILIZATION / MODIFICATION
FINAL MIX
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
DATE: 10/14/99
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO:
98881-92F
AREA OF WORK:
DATE CEMENT [ I LIME [ Xl INITIALLY APPLIED 10111/99
DATE OF FINAL MIXING: 10/13/99
SAMPLE LOCATIONS:
SANDY LAKE ROAD WEST BOUND
AVERAGE FINAL COMPACTED DEPTH: 8 INCHES
1. SANDY LAKE ROAD WEST BOUND AT STATION #44+50
2. SANDY LAKE ROAD WEST BOUND AT STATION #47+50
3. SANDY LAKE ROAD WEST BOUND AT STATION #50+50
4. SANDY LAKE ROAD WEST BOUND AT STATION #53+00
100% PASSING 60% PASSING
1 3/4' SIEVE # 4 SIEVE
100% 65%
100% 64%
100% 72%
100% 69%
REMARKS:
INC.
Geotechnical Engineedng · Conslruc~bn Materials Testing · Environmental Engineering · Consulting
I I