ST9302-LR 990422ALPHA 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: 04/22/99
COPPELL, TEXAS
PROJECT: SANDY LAKE ROAD OUR REPORT NO: 98881-25
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 #28 +00
A TOTAL OF 4 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.
RespeC~~~bmi~
ALPHA TESTING, INC.
Geotechnical Englne~i~ · Construction Materials Tesflna m Envirnnrr~nt~l Fr~in~.rina · Consulting
T' I I'll' l~ 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 4/22/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-25A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLAC~ IN PLACE PERCEN~
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT"
% PCF % P~
49 4/22/99 FG-4.5 5 13.5 111.9 14.5 111 99 1-A
50 4/22/99 FG-3.0 5 13.5 111.9 15.5 109 97 1-A
51 4/22/99 FG-2.0 5 13.5 111.9 16.5 108 97 1-A
52 4/22/99 FG 5 13.5 111.9 15.3 112 100 1-A
TEST LOCATION:
49 ~30" WATER LINE NORTH SIDE SANDY LAKE ROAD AT STATION #28+20
50 30" WATER LINE NORTH SIDE SANDY LAKE ROAD AT STATION #28 + 10
51 30" WATER LINE NORTH SIDE SANDY LAKE ROAD AT STATION #28+00
52 30" WATER LINE NORTH SIDE SANDY LAKE ROAD AT STATION #27+90
½
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 E~ · Constructk~n Materfab Tes#na · Environmental Engineeri~ · Consulting
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