St Andrews Est-LR040426ALPHA TESTING, INC.
2209 Wisconsin ~t., Suite 100
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
£AX: 972/406-8023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DAILY FIELD
REPORT
DATE: 04/26/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-8
TECHNICIAN: A.W.
WEATHER: CLEAR TEMPERATURE RANGE: 70 TO 80
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND
PERFORM FIELD TESTING AS REQUESTED.
SUBGRADE FOR BLOCK A, PADS 1 THROUGH 23 WAS OBSERVED TO VERIFY THAT AREAS HAD BEEN PREPARED IN
~,CCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
A TOTAL OF 14 FIELD DENSITY TEST WERE PERFORMED ON FILL FOR NATURAL SUBGRADE FOR BUILDING PADS.
SEE ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
JOSE WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
~,T THE COMPLETION OF THE SCHEDULED TESTING, THE TECHN~CIAN RETURNED TO THE DALLAS OFFICE.
CC:
NONE
Respectfully Submitted,
SAMPSON CHAN
ALPHA TESTING, INC.
Geotechnical Engineering · Construction 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
TESTED FOR;
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/26/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-8A
TEST DATA:
SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENSITY COMPACTION COMMENT*
04/26/04 SG 4 13.5 114.5 14.9 115 100 2-A
04/26/04 SG 4 13.5 114.5 15.3 114 99 2-A
04/26/04 SG 4 13.5 114.5 15.8 114 100 2-A
04/26/04 SG 4 13.5 114.5 14.9 114 100 2-A
04/26/04 SG 4 13.5 114.5 15.8 114 100 2-A
04/26/04 SG 4 13.5 114.5 14.8 115 101 2-A
04/26/04 SG 4 13.5 114.5 16.4 113 99 2-A
TEST LOCATION: BUILDING PAD
.. 20' SAND 20'W FROM THE NE CORNER OF BLOCK A, PAD 3
_20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 5
22 20'S AND 20'W FROM T
~ 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 7
23 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 9
24 20' S AND 20' W FROM THE NE CORNE~ O~F BLOCK A, PAD 1_~1
~ 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 15
CC: HENNESSEY ENGINEERING
I F/LL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY ~
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 04/26/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-8B
TEST DATA:
TEST ~. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
26 04/26/04 SG 4 13.5 114.5 14.6 116 101 2-A
27 04/26/04 SG 4 13.5 114.5 14.5 115 100 2-A
28 04/26/04 SG 4 13.5 114.5 15.7 113 99 2-A
29 04/26/04 SG 4 13.5 114.5 15.9 113 99 2-A
30 04/26/04 FG-6.0 4 13.5 114.5 17.0 113 99 1-A
31 04/26/04 FG-6.5 4 13.5 114.5 15.0 114 99 1-A
32 04/26/04 FG-5.5 4 13.5 114.5 15.6 114 99 1-A
TESTLOCATION: HOUSEPAD
26 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 17
27 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD19
28 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 21
29 20' S AND 20' W FROM THE NE CORNER OF BLOCK A, PAD 23
30 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 5
31 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 6 ~1~
32 10' S AND 10' W FROM THE NE CORNER OF BLOCK A, PAD 7 //
CC: HENNESSEY ENGINEERING /
1 FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A INPLACEPERCENTMOISTUREANDPERCENTCOMPACTiONCOMPLYWiTHSPEClFi
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WiTH SPECIFICATIONS
D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting