Denton Tap 1A-LR051013ECS - Texas, LLP
4950 Keller Springs Road,Suite 480
Addison, TX 75001
(972) 392-3222
· ~ (FAX) 392-0102
LETTER OF TRANSMITTAL
October 13, 2005
Little Diversified Arch. Consulting
5001 Spring Valley Road, Suite 282-W
Providence Towers
Dallas, TX 75244
ATTN: Ms. Kathryn E. Rabuse
ECS Job # 19:4236-A
131 N. Denton Tapp Road
Coppell, TX
We are enclosing: X Materials Engineering Division Repotts
X For your use
X As requested
CC: Centex Construction Co. - Claud BoRon
Centex Construction Co. ~ Robert Boe
Wachovia Corporate Real Estate - Ken Clausen
Little Diversified Arch. Consultants - Philip F. Ritchie
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Permits:
Location:
ENCL:
Field Report # 6 10/13/2005
Daniel Franklin, P.E.
President/principal Engineer
en, SET '
Construction Services Manager
ECS - Texas LLP
49~0 Keller Sprln~ Road, Sulle 480
Addison. TX 7~001
(972) 392~222
(FAX) 392-0102
Project Wachovia - Coppell
Location Coppe]l, TX
Client Little Diversified Arch. Consulting - Kathryn E. Rabuse
Contractor Centex Construction Co. - Claud Bolton
Remarks
Tdp Charges*
Chargeable Items
Tolls/Parking* Mileage*
Nuclear Gauge Rental
4O
FIELD REPORT
Project No. 19:4236-A
Report No. 6
Day & Date Thursday 10/13/2005
Weaner 67°/Sunny
On-Site Time 1.00
Lab Time 0.25
Travel Time* 1.00
Total 2.25
Re Obs. Time 0.00
Time of Ardval Departure
0g:00A 09:00A
* Travel time and mileage will be billed in accordance with the contract.
St,,*,,,,a,~/ofServlces Performed (field t~t data, Iocalone, eleYat~one & depths am oatlmaMs) & Individuals Contacted.
Soil Compaction Tests:
The undersigned arrived on site, as requested, to observe the placement and compaction of soils
for building pad select fill. Please refer to the attached compaction report.
Utilizing the Nuclear Method (ASTM D-2922) to verify the compaction of soils; test results
indicated that the compacted material, at the areas and depths tested, met or exceeded the
project requirements of 95% of 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 regard to lit~ thickness and moisture content.
By Marvin Hanks, -- Field Technician
1700
70619