Town Center L3B3-LR020328 GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS-
DAILY FIELD MONITORING REPORT
· 10722 N. Stemmons Freeway, Dallas, TX 75220 / (214) 358-5885 / FA.X: (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 PROJECT:
208 East Louisiana Street
McKinney, TX 75069
DATE: 3-28~02
WEATHER: Clear
PROJECT NO.:
FIELD REP.:
First American Bank
Denton Tap Road & Town Center Drive
Coppell, TX
4M-0201003
Jason Wheeler
FIELD DENSITY TESTING
A Giles Engineering Associates, Inc. (Giles) representative was present at the above referenced site to test
compaction of the pavement subgrade.
Visual observations indicated material consisting of dark grey clay, lime treated (Soil ID No. 3).
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 97.8 percent of the maximum dry density
as obtained by the standard proctor method at moisture contents ranging from 25.8/27.7 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
REVIEWED BY: Randall B. Harvey, ET~''
Manager, Materials Testing Division
3-28-02/ml
GILES ENGINEERING ASSOCIATES, INC.
10722 N. Sternmons Freeway, Dallas, Texas 75220/214-358-5885/FAX: 214-358-5884
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: 3-28-02 PROJECT NO.: 4M-0201003
WEATHER: Clear FIELD REP.: Jason Wheeler
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
19 SG 3 25.8 92.5 25.8 95.1 95 102.8 X
20 SG 3 25.8 92.5 25.9 91.3 95 98.7 X
21 SG 3 25.8 92.5 25.8 90.4 95 97.8 X
22 SG 3 25.8 92.5 27.7 95.3 95 103.0 X
ELEV/DEPTH KEF: A=Test Results Comply with Specifications
B=Density Results Less than Specified
C=Moisture not within Specifications
D=Test After Recompaction
TEST NO. LOCATION
19 Drive way lanes at SE comer of building
20 Drive way lanes at SW comer of building
21 Drive way lanes at NW comer of building
22 Drive way lanes at NE comer of building
FIELD TEST METHOD: [X] Nuclear [ ] Sandcone
PROCTOR METHOD [X] 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
3-28-02/ml