Town Center L3B3-LR020507GILES ENGINEERING ASSOCIATES, INC.
-GEOTECHNICAL, ENVIRONMENTAL AND CONSTRUCTION MATERIALS CONSULTANTS-
· 10722 N. Stemmons Freeway, Dallas, TX 75220 / (214) 358-5885 / FAX: (214) 358-5884
N8 W22350 Johnson Road Suite Al / Waukesha, WI 53186 / (414) 544-0118 / FAX: (414) 549-5868
11807 North Creek Parkway South, Suite 102, Bothell, WA 98011/206-771-5775/FAX:206-771-5557
8300 Guilford Road, Suite FI Columbia, MD 21046/410-312-9950/FAX:410-312-9955
4801 Voges Road, Madison, WI 53074~608-838-9708/FAX:608-838-3194
3990 Flowers Road, Suite 530, Atlanta, GA 30360/770-458-3399/FAX: 770-458-3399~FAX: 770-458-3998
DAILY FIELD MONITORING REPORT
CLIENT: Mycon PROJECT:
208 E. Louisiana St.
McKinney, TX 75069
First American Bank
Denton Tap Road & Town Ctr. Drive
Coppell, TX
DATE: 5-07-02 PROJECT NO.: 4M-0201003
WEATHERi Surrey FIELD REP.: Andrew Wilson
CONCRETE PLACEMENT OBSERVATIONS
As requested, a Giles Engineering Associates, Inc. (Giles) representative was present at the above referenced
site to observe the placement of concrete, and perform field control tests.
Observations indicated 30 cubic yards of Mix No. 8206 concrete was placed this date for the Northeast entrance.
The concrete was monitored and tested in regards to type, slump, temperature and batch to placement time. 1 set
of 5 concrete cylinders were cast for laboratory strength testing.
Prior to the placement of concrete, the placement area was checked for the removal of water, loose soil and
unsuitable materials.
Based on our observations and field testing, the concrete placed this date appeared to be in accordance with the
project specifications.
Locations and elevations of tests were assessed in accordance with the accuracy and proximity of provided
survey control. Unless otherwise noted, the test locations and elevations were assessed by pacing and hand
level methods.
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.
Randall B. Harvey,ET
Manager, Mater/als Testing Division
Distribution: Mycon General Contractor, c/o Gene Scaffer; City of Coppell, c/o Tom Cantou
5-07-02/ml
GILES ENGINEERING ASSOCIATES, INC.
10722 N. STEMMONS FREEWAY
DALLAS, TEXAS 75220
REINFORCING STEEL PLACEMENT EVALUATION
CLIENT:
Mycon
208 E. Louisiana Street
McKinney, TX 75069
PROJECT NO:
4M-0201003
PROJECT: First American Bank DATE: 5-07-02
Denton Tap Rd. & Town Ctr. Drive
Coppell,TX
TECHNICIAN:
Andrew Wilson
A representative of Giles visited the above referenced site to observe and evaluate the reinforcing steel placement at the
following locations: Northwest entrance
No discrepancies were noted.
Locations and elevations of tests were assessed in accordance with the accuracy and proximity of provided survey
control. Unless otherwise noted, the test locations and elevations were assessed by pacing and hand level methods.
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 Construction, c/o Gene Schaffer; City of Coppell
REVIEWED BY: Randall B. Harvey, ET
Manager, Materials Testing Division
5-07-02/ml