ST9905-LR070314 (2)
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
LETTER OF TRANSMITTAL
(972) 392-3222
(FAX) 392-0102
March 15, 2007RE:Bethel Road - Coppell
City of CoppellECS Job #19:5061
P.O. Box 9478
Permits:-
Coppell, TX 75019
Location:Bethel Road
ATTN:Mr. Kenneth M. Griffin, P.E.
Coppell, TX
We are enclosing:
XMaterials Engineering Division Reports
XFor your use
XAs requested
CC:City of Coppell - Rick O'Dell
TISEO Paving - Robert Caudill
ENCL:
Field Report #503/14/2007
Daniel Franklin, P.E.
Jason Allen, SET
President /Principal Engineer
Construction Services Manager
ECS Texas, LLP
4950 Keller Springs Road, Suite 480
Addison, TX 75001
FIELD REPORT
(972) 392-3222
(FAX) 392-0102
19:5061
Project No.
5
Report No.
Bethel Road - CoppellWednesday 03/14/2007
ProjectDay & Date
67°/ Cloudy
Weather
Coppell, TX
Location
6.00
On-Site Time
City of Coppell - Kenneth M. Griffin, P.E.
Client
0.00
Lab Time
1.00
Travel Time*
7.00
Total
0.00
Re Obs.Time
Remarks
Time ofArrivalDeparture
18.00
Trip Charges*Tolls/Parking*Mileage*
10:30A04:30P
Nuclear Gauge Rental
Chargeable Items
* Travel time and mileage will be billed in accordance with the contract.
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
Soil Compaction:
The undersigned arrived on site, as requested, to observe the placement and compaction of
soils for 8" sanitary trench.
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% 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 lift thickness and moisture content.
Danny Mize, — Senior Field Technician1800
By
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