ST9302-LR 981112ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
CITY OF COPPELL
COPPELL, TEXAS
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE:
OUR REPORT NO:
DALLY FIELD REPORT
11/12/98
98881-8
TECHNICIAN: D.H.
WEATHER: CLOUDY TEMPERATURE RANGE: 65
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 2 SOIL SAMPLES FOR LABORATORY PROCTOR ANALYSIS. THE
SAMPLES WERE OBTAINED FROM THE FOLLOWING LOCATIONS:
-SHADY LANE AT STATION//90 + 00
-MOORE AND SHADY LANE INTERSECTION
A TOTAL OF 3 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.
Respek,~l.l¥ Submitted,
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 11/12/98
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-8A
PROJECT NO. ST 93-02 (REVISED 12/14/98}
COPPELL, TEXAS
TEST DATA:
TEST ~,~ ELEV. SOIL ID 0~TIMUM MA~MUM LAB IN Pt. ACE IN PLACE PEROI[NT
NO. DATEDEPTH~ NUMBER MOISTURE D~Y CENSnY MOISTUR£ ~:~Y Offi'emY COUPACTION COMMENT'*
% PCF % PCF
16 11/12/98 FG-2.5 I 12.5 117.9 11.9 112 95 1-A
17 11/12/98 FG-1.5 I 12.5 117.9 12.4 114 97 1-A
18 11/12/98 FG I 12.5 117.9 12.1 112 95 1-A
I
TEST LOCATION: UTILITIES
16 24" STORM DRAIN LINE AT STATION #92+50 SHADY LANE
17 24' STORM DRAIN LINE AT STATION #92+40 SHADY LANE
18 24" STORM DRAIN LINE AT STATION #92+30 SHADY LANE
1. RLL
2. NATURAL SUBGRAD~
3. LIME STAB~UZED
4. C~MENT 1REATED
# A. IN PLACE PERCENT MOISTURE AND PERCENT COUPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPt. Y WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOE8 NOT COMPLY WITH SPECIFICATIONS
RETEST