ST9302-LR 991013ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
~q- q'% 07__
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
DATE 10/1319cj
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-90A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDE PTH'"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
231 10/13/99 FG 1L 22.2 94.7 17.8 112 118 3-BC
232 10/13/99 FG 1 L 22.2 94.7 17.0 116 122 3-BC
233 10/13/99 FG 1L 22.2 94.7 25.0 102 108 3-B
234 10/13/99 FG 1L 22.2 94.7 17.9 109 115 3-BC
235 10/13/99 FG 1L 22.2 94.7 19.7 120 127 3-BC
236 10/13/99 FG 1 L 22.2 94.7 17.5 116 122 3-BC
237 10/13/99 FG 1 L 22.2 94.7 23.2 108 114 3-B
TEST LOCATION:
231 SANDY LAKE ROAD WEST BOUND AT STATION #19+00 NORTH CURB LINE
232 SANDY LAKE ROAD WEST BOUND AT STATION #19+50 CENTERLINE
233 SANDY LAKE ROAD WEST BOUND AT STATION #20+75 SOUTH CURB LINE
234 SANDY LAKE ROAD WEST BOUND AT STATION #23+00 NORTH CURB LINE
235 SANDY LAKE ROAD WEST BOUND AT STATION #23+50 CENTER LINE
236 SANDY LAKE ROAD WEST BOUND AT STATION #24+00 SOUTH CURB LINE
237 SANDY LAKE ROAD WEST BOUND AT STATION #29+00 NORTH CURB LINE
~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
1. FILL
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Resp~
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENTTREATED D. RETEST G, INC.
Geotechnical E~ · C~ Matedals Testing · Environmental Engineeflng · Consultk~
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: 10/13/99
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO:
98881-90C
AREA OF WORK:
DATE CEMENT [ ] LIME [ XI INITIALLY APPLIED 10/10/99
DATE OF FINAL MIXING: 10/12/99
SAMPLE LOCATIONS:
SANDY LAKE ROAD WEST BOUND
AVERAGE FINAL COMPA(~ED DEPTH: 8 INCHES
1. SANDY LAKE ROAD WEST BOUND AT STATION #31+50
2. SANDY LAKE ROAD WEST BOUND AT STATION #35+00
3. SANDY LAKE ROAD WEST BOUND AT STATION #37+50
4. SANDY LAKE ROAD WEST BOUND AT STATION g41+50
100% PASSING 60% PASSING
1 3/4" SIEVE # 4 SIEVE
100% 60%
100% 61%
' 100% 61%
100% 63%
REMARKS:
Geotechnical Engineering · Construction Materials Te~ng · Environmental Engineering · Consu#1ng
ALPHA TESTING, INC.
2209 Wisconsin St., Suite t00
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 10/13/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-90B
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
238 10/13~99 FG 1L 22.2 94.7 22.9 106 112 3-B
239 10/13/99 FG 1L 22.2 94.7 21.4 107 113 3-BC
240 10/13/99 FG 1 L 22.2 94.7 20.1 99 104 3-BC
241 10/13/99 FG 1L 22.2 94.7 27.7 104 110 3-BC
242 10/13/99 FG 1L 22.2 94.7 25.2 102 107 3-B
243 10/13/99 FG 1L 22.2 94.7 26.0 104 110 3-B
TEST LOCATION:
238 SANDY LAKE ROAD WEST BOUND AT STATION #29+50 CENTER LINE
239 SANDY LAKE ROAD WEST BOUND AT STATION #30+00 SOUTH CURB LINE
240 SANDY LAKE ROAD WEST BOUND AT STATION #32+00 NORTH CURB LINE
241 SANDY LAKE ROAD WEST BOUND AT STATION #33+00 CENTER LINE
242 SANDY LAKE ROAD WEST BOUND AT STATION #34+00 SOUTH CURB LINE
243 SANDY LAKE ROAD WEST BOUND AT STATION #35+00 NORTH 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 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
DAILY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 10/13/99
OUR REPORT NO:
98881-90
TECHNICIAN: P.M.
WEATHER: CLEAR
TEMPERATURE RANGE: 60 TO 75
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
SAMPLE WAS OBTAINED FROM THE FOLLOWING LOCATION:
SANDY LAKE ROAD AT STATION #32+00 WEST BOUND
A TOTAL OF 13 FIELD DENSITY TESTS WERE PERFORMED ON STABILIZED SOIL FOR PAVING. SEE
ATTACHED 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.
~BORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPARATE REPORT.
GARRETH CAMPBELL WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
Respectfully Submitted,
Geotechnical Eng~3eefing · Construction Materials Testing · Environmental Engineering · Consulting