ST9302-LR 990723ALPHA 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:
PROJECT:
CITY OF COPPELL
COPPELL, TEXAS
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 07/23/99
OUR REPORT NO:
98881-48
TECHNICIAN: T.L.
WEATHER: SUNNY
TEMPERATURE RANGE: 90 TO 95
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
A TOTAL OF 8 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND STABILIZED SOIL FOR UTILITIES. SEE
ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
WHILE ON SITE, THE TECHNICIAN OBTAINED 1 SET OF 4 TEST CYLINDERS FROM CONCRETE PLACED FOR
MANHOLES, STORM DRAIN, DECK AND RISER AT STATION #55 + 40.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE
:~EPORT.
STAN, THE CITY INSPECTOR, WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
· AIIP~fA~TESTING/NC.
Geotechnical Engineedr~2 · Conslrucfion Mcrteriots 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 7/23/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST g3-02
COPPELL, TEXAS
OUR REPORT NO.
98881-48A
TEST DATA:
TEST ~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE~ NUMBER MOISTURIF DRY D~NSlTY MOISTURE DRY DENSITY COMPACTION COMMENT'
% PCF % PCF
146 7/23/99 FG- 10.0 6 12.5 111.2 14.8 107 96 1-B
147 7/23/99 FG- 10.0 6 12.5 111.2 13.2 112 101 1-AD
148 7/23/99 FG-9.0 6 12.5 111.2 13.5 108 97 1-A
149 7/23/99 FG-8.0 6 12.5 111.2 12.9 107 96 1-A
150 7/23/99 FG-7.0 6 12.5 111.2 13.7 111 100 1-A
151 7/23/99 FG-6.0 6 12.5 111.2 14.6 106 95 1-A
152 7/23/99 FG-5.0 6 12.5 111.2 12.8 106 95 1-A
TEST LOCATION:
146 30" WATER LINE AT STATION #55 +60
147 IRETEST OF TEST #146 PERFORMED ON THIS DATE
148 30" WATER LINE AT STATION #55+56
149 30" WATER LINE AT STATION #55+53 '
150 30" WATER LINE AT STATION #55 + 50
151 30" WATER LINE AT STATION #55+47
152 30" WATER LINE AT STATION #55 +44 .,~.,~,..~ /
1. FILL
2. NATURAL SURGRAOE
3. LIME STABILIZED
4. CEMEN] IREATED
# A.IN PLACE PERCEN1 MOISTURE AND PERCEN1 COMPACTION COMPLY WITH SPECIFICATIONS
S.PERCEN1COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C,PERCEN1IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICA[IONS
D.RETEST
Geotechnical Engineering · ConslTuction Materials Testing · Environmental Engineering · Consulting
AL'PHA 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 7/23/99
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO,
98881-48B
TEST DATA:
TEST '~.,, ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCEI%q
NO. DATE~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % P,C~:
153 7/23/99 FG-4.0 6 12.5 111.2 14.0 110 99 1-A
ATION:
153 30" WATER LINE AT STATION //55+41
1. FILL
2. NAIURAL SUBGRADE
# A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B.PERCENT COMPACTION DOES NO]' COMPLY WITH SPECIFICATIONS
3. LIME STABILIZED
C, PERCEN1 IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMEN1 IREAIED D Rt_IES1
Geotechnical Engineering · ConsfTucfion Materials Testing · Environmental Engineering · Consulting