Denton Tap 1A-LR051010ECS - Texas~ LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972)392-3222
(FAX) 392-0102
LETTER OF TRANSMITTAL
October 10. 2005
I oiltle Diversified Arch. Consttlting
5001 Spring Valley Road, Suile 282-W
Providence Towers
Dallas, FX 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
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 ofCoppell - Lee Stone
Ci~ ofCoppell - Larry Davis
ENCL:
Field Report # 4
10/10/2005
Daniel Franklin, P.E.
President/Principal Engineer
jas6n Allen, SET
Construction Services Manager
ECS - Texas~ LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
{FAX) 392-0102
/
Project [ Wachovia - Coppell
Location Coppell, TX
Client Little Diversified Arch. Consulting - Kathryn E. Rabuse
Contractor Centex Construction Cn.- Claud Bolton
Trip Charges* L Tolls/Parking*
Chargeableltems ~arGa~geRental I
FIELD REPORT
Project No 19:4236-A
Report No. 4
Day & Date Monday 10/10/2005
Weather 63°/Cloudy
On-Site Time 1.25
Lab Time 0.25
Travel Time* 1.00
Total 2.50
ReObs~qme 0.00
Mileage* ~ 40 T~meof Arrival Departure
08:00A 09:15A
* Travel time mid milcage will be billed ii1 accordance ;~itll the contract
Summary of Services Performed (field test data, Iocalions, elevations & depths are estimates) & Individuals Contacted.
Soil Compaction Tests:
The undersigned arrived on site, as requested, to observe the placement and compaction of soils
for building pad, SW comer. 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 92% 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 prqject drawings and
specifications with regard to lift thickness and moisture content.
By Marvin Hanks, -- Field Technician
1700
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