Town Center L3B3-LR020326 GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS-
DAILY FIELD MONITORING REPORT
· 10722 N. Stemmons Freeway, Dallas, TX 75220 / (214) 358-5885 / FAX: (214) 358-5884
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3990 Flowers Road, Suite 530, Atlanta, GA 30360/770-458-3399/FAX: 770-458-3399/FAX: 770-458-3998
CLIENT:
Mycon General Contractor
208 East Louisiana Street
McKinney, TX 75069
DATE: 3-26-02
WEATHER: Clear
PROJECT:
PROJECT NO.:
FIELD REP.:
First American Bank
Denton Tap Road & Town Center Drive
Coppell, TX
4M-0201003
Randy Rau
FIELD DENSITY TESTING
A Giles Engineering Associates, Inc. (Giles) representative was present at the above referenced site to test
compaction of the fill in the sidewalk and common.
Visual observations indicated material consisting of dark brown clay (Soil ID No. 2).
Field density tests were performed by nuclear method to assess the in-place density and moisture content of the
material. Test results at random locations indicated compaction of at least 95 percent of the maximum dry density as
obtained by the standard proctor method at moisture contents ranging from 13.8-20.6 percent (report of field
compaction tests is attached).
Based on our observations and testing, the test results performed this date were found to be in general accordance
with the project specifications.
We make no warranty, express or implied, except that our services were performed in accordance with engineering
principles generally accepted at this time and in this location.
Distribution: Mycon General Contractor, c/o Gene Schaffer; Jack Cumpton; Roger Engineering; City of Coppe[1, c/o Rick O'Dell
REVIEWED BY: Randall B. Harvey, ET
Manager, Materials Testing Division
3-26-02/rnl
GILES ENGINEERING ASSOCIATES, ]]NC.
"10722 N. Stemmons Freeway, Dallas, Texas 75220/214-358-$885/FAX: 214-358-$884
DAILY FIELD MONITORING REPORT
CLIENT: Mycon PROJECT:
208 E. Louisiana Street
McKinney, TX 75069
First American Bank
Denton Tap Rd. & Town Center Drive
Coppell, TX
DATE: 3-26-02 PROJECT NO.: 4M-0201003
WEATHER: Clear FIELD REP.: Randy Rau
TEST DATA
Test Test Soil Optimum Max Lab In Place In Place Specified In Place A B C D
No Elev ID Moisture Density Moisture Dry Percent Percent
ft. % pcf % Density Compaction Compaction
pcf
16 FG 2 19.8 105.7 20.6 104.7 95 98.1 X
17 FG 2 19.8 105.7 18.8 111.4 95 105.3 X
ELEV/DEPTH REF:
TEST NO. LOCATION
A=Test Results Comply with Specifications
B=Density Results Less than Specified
C=Moisture not within Specifications
D=Test After Recompaction
16 Sidewalk, center of Commons, 5.0 feet South of main slab
17 Sidewalk, from building slab, East side due 20 feet East of center slab
FIELD TEST METHOD: IX] Nuclear [ ] Sandcone
PROCTOR METHOD IX] Standard [ ] Modified
[ ] Drive Tube
Reviewed by: Randall B. Harvey, ET /
Manager, Materials Testing Division
Distribution: Mycon, c/o Gene Schaffer; City of Coppell; Jack Cumpton; Roger Engineering; City of Coppell, c/o
Rick O'Dell
3-26-02/ml