ST9302-LR 991020'ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DALLY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
DATE: 10/20/99
PROJECT: SANDY LAKE ROAD OUR REPORT NO: 98881-94
PROJECT NO. ST 93-02
COPPELL, TEXAS
TECHNICIAN: P.M.
WEATHER: CLEAR
TEMPERATURE RANGE: 75 TO 80
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
A TOTAL OF 12 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR UTILITIES. SEE ATTACHED REPORT
FOR RESULTS OF FIELD COMPACTION TESTING.
WHILE ON SITE THE TECHNICIAN PERFORMED 2 FIELD GRADATION TESTS ON LIME STABILIZED MATERIALS.
SEE ATTACHED REPORT FOR TEST RESULTS.
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,
~C.
Geotechnical Engineering · Construction Materials Testing · 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 10/20/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-94A
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
299 10/20/99 FG 1L 22.2 94.7 24.2 95 100 3-A
300 10/20/99 FG 1L 22.2 94.7 23.3 95 100 3-A
301 10/20/99 FG 1L 22.2 94.7 23.1 96 101 3-A
302 10/20199 FG 1 L 22,2 94.7 20.9 95 100 3-A
303 10/20/99 FG 1L 22.2 94.7 20.8 97 103 3-A
304 10/20/99 FG 1L 22.2 94.7 21.3 90 95 3-A
305 10/20/99 FG 1L 22.2 94.7 20.9 95 100 3-A
TEST .OCATION:
299 SANDY LAKE ROAD CENTERLINE WEST BOUND AT STATION #54+O0
300 SANDY LAKE ROAD SOUTH CURB LINE WEST BOUND AT STATION #54+50
301 SANDY LAKE ROAD NORTH CURB LINE WEST BOUND AT STATION #55+00
302 SANDY LAKE ROAD WEST SIDE MOORE ROAD INTERSECTION
303 SANDY LAKE ROAD WATER VALVE WEST BOUND AT STATION #40+90
304 SANDY LAKE ROAD WATER VALVE WEST BOUND AT STATION #35+37
305 SANDY LAKE ROAD WATER VALVE WEST BOUND AT STATION #33+50
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 · Consuffing
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 10/20/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-94B
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV, SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ N UMBER MO~S'ruRE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
306 10/20/99 FG 1L 22.2 94.7 21.3 96' 101 3-A
307 10/20/99 FG 6 12.5 111.2 16.5 108 97 1-A
308 10/20/99 FG-I.0 6 12.5 111.2 13.7 110 99 1-A
309 10/20/99 FG-3.0 6 12,5 111.2 16.9 106 96 1-A
310 10/20/99 FG-6.0 6 12.5 111.2 15.4 107 96 1-A
TEST LOCATION:
306 WATER VALVE AT SANDY LAKE ROAD WEST BOUND AT STATION #32+13
307 30" WATER LINE AT STATION #73+00
308 30" WATER LINE AT STATION #73+20
309 30" WATER LINE AT STATION #73+35
310 30" WATER LINE AT STATION #73+60
I 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