ST9302-LR 990430ALPHA 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 DATE: 04/30/99
COPPELL, TEXAS
PROJECT: SANDY LAKE ROAD OUR REPORT NO: 98881-27
PROJECT NO. ST 93-02
COPPELL, TEXAS
TECHNICIAN: D.H.
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.
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 #33 + 40
A TOTAL OF 6 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR UTILITIES. SEE ATTACHED REPORT FOR
RESULTS OF FIELD COMPACTION TESTING.
LABORATORY TEsT REsuLTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE
REPORT.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS'OFFICE.
Geotechnk:~ E~ · Consln~ Materk~ Testing · Environmental Engic~3ering · C. onsulfir~
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 4/30/99
COPPELL, TEXAS
PROJECT
OUR REPORT NO.
98881-27A
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"
%, ~ % PC~
53 4/30/99 FG-10.0 7 21.5 99.6 16.8 104 104 1-C
54 4/30/99 FG-8.0 7 21.5 99.6 16.8 102 102 1-C
55 4/30/99 FG-6.0 7 21.5 99.6 18.5 99 99 1-C
56 4/30/99 FG-4.0 7 21.5 99.6 20.5 97 98 1-C
57 4/30/99 FG-2.0 7 21.5 99.6 18.7 100 101 1-C
58 4/30/99 FG 7 21.5 99.6 16.7 100 100 1-C
TEST LOCATION: '
53 30" WATER LINE ALONG THE NORTH SIDE SANDY LAKE ROAD AT STATION #33+40
§4 30" WATER LINE ALONG THE NORTH SIDE SANDY LAKE ROAD AT STATION #33+33
55 30" WATER LINE ALONG THE NORTH SIDE SANDY LAKE ROAD AT STATION #33+25
56 30" WATER LINE ALONG THE NORTH SIDE SANDY LAKE ROAD AT STATION #33 + 17
57 30" WATER LINE ALONG THE NORTH SIDE SANDY LAKE ROAD AT STATION #33 + 12
58 30" WATER LINE ALONG THE NORTH SIDE SANDY LAKE ROAD AT STATION #33+00
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
# A.IN PLACE PERCENT MOISTURE ANO PERCENT COMPACTION CONIPt. Y WITH SPECIFICATIONS
B.PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C.PERCENT IN PI. ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D.RETEST
Geotechnlcal Eng~eering · ~flon Moferiob Testing · Env/ronmenta/ EnGheeflr~ · Consutflng