Denton Tap 1A-LR051103ECS - Texas~ LLP
4950 Keller Springs Road,Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 392-0102
LETTER OF TRANSMITTAL
November 3, 2005
Little Diversified Arch. Consulting
5001 Spring Valley Road, Suite 282-W
Providence Towers
Dallas, TX 75244
ATTN: Ms. Kathryn E. Rabuse
RE: Wachovia - Coppell
ECS Job # 19:4236-A
Permits:
Location: 131 N. Denton Tapp Road
Coppell, TX
We are enclosing: X Materials Engineering Division Reports
X For your use
X As requested
CC: Centex Construction Co. - Claud Bolton
Centex Construction Co. - Robert Boe
Wachovia Corporate Real Estate - Ken Clausen
Little Diversified Arch. Consultants - Philip F. Ritchie
City of Coppell - Lee Stone
City ofCoppeH - Larry Davis
ENCL:
Field Report # 16
Field Report # 17
11/03/2005
11/02/2005
Daniel Franklin, P.E.
President/Principal Engineer
~ger
ECS - Texas~ LLP
4950 Kelter Springs Road, Suite 480
Addleon, TX 75001
(972) 392-3222
(FAX) 392-0102
Project Wachovia - Coppell
Location Coppell, TX
Client Little Diversified Arch. Consulting - Knthryn E. Rabuse
Contractor Centex Construction Co. - Claud Bolton
Remarks
Tdp Charges* Tolls/Parking*
Chargeable Items Nuclear Gauge Rental
Mileage* 40
FIELD REPORT
Project No, 19:4236-A
Report No. 16
Day & Date Thursday 11/03/2005
Weather 61°/Sunny
On-Site Time 0.50
Lab Time 0.25
Travel Time* 1.00
Total 1.75
Re Obs. Time 0.00
Time of Arrival Departure
08:15A 08:45A
* Travel time ~ad mileage will be billed in accordanc~ with the contract.
Summary of Sen~cel Pa'formed (field test data, tocalone, ele~mfione & depths are eetlmatas) & Individuals Contacted.
The undersigned arrived on site, as requested, to observe the placement and compaction of soils
for west paving.
Utilizing the Nuclear Method (ASTM D-2922) to check the compaction of soils; test results
indicated that the compacted material, at the areas and elevations tested, met or exceeded the
project requirements of 95% the maximum dry density as obtained in our laboratory using the
Standard Proctor Method (ASTM D-698).
The soils observed on this date appeared to be placed in compliance with project drawings and
specifications with regards to lift thickness and moisture content.
By Marvin Hanks, -- Field Technician
1700
70932