ST9302-LR 990928ALPHA 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
COPPELL, TEXAS
PROJECT:
SANDY LAKE R~
PROdECT NO./~3~
COPPELL, TE~
DATE: 09/28/99
OUR REPORT NO:
98881-80
TECHNICIAN: G.M.
WEATHER: CLEAR
TEMPERATURE RANGE: 81 TO 85
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GC~IN~G
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 3 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATiKflN~: SET #1' FOOTING AT STATION #15 MADE ON 9/23/99
SET #2: FOOTING AT STATION #16 MADE ON 9/24/99
SET #3: FOOTING AT STATION #15 MADE ON 9/27/99
A TOTAL OF 6 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR WATER MAIN. SEE ATTACHED
REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING.
LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
AT THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS Ol
Respectfully Submitted,
Geotechnical Engineering · Construcfi(~ Materials Testing · Environmental Engineering · 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 DATE 9/28/99
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-80A
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION CC_PNIM~NT*
% PCF % PCF
211 9/28/99 FG-3.0 7 21.5 99.6 24.1 97 97
212 9/28/99 FG-2.0 7 21.5 99.6 21.5 100 100 '-'~
213 9/28/99 FG-1.0 7 21,5 99.6 24.0 98 98
214 9/28/99 FG-3.0 7 21.5 99.6 21.5 96 97
215 9/28/99 FG-2.0 7 21.5 99.6 23.2 97 98 ' -"'-
216 9/28/99 FG-1.0 7 21.5 99.6 23.8 97 97 ' -'"'
TEST LOCATION:
211 WATER LINE AT STATION ~64.75
212 WATER LINE AT STATION ~4.80
213 WATER LINE AT STATION f/64.85
214 WATER LINE AT STATION ~67+00
215 WATER LINE AT STATION ~67+05
216 WATER LINE AT STATION ~67+10
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 wrrH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D, RETEST
ALPHA TESTING.
Geotechnical Engineering · Construction Maleriols Testing · Environmenfal Engineering · Consutfing