Denton Tap 1A-LR051021ECS - Texas~ LLP
4950 Keller Springs Road, Sult~ 480
Addison, TX 76001
(972) 3923222
(FAX) 392-0102
Project Wachovia - Coppell
Location Coppell, TX
Client Little Diversified Arch. Consulting - Kathryn 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. 14
Day & Date Friday 10/21/2005
Weather 85°/Sunny
On-Site Time 2.00
Lab Time 0.25
Travel Time* 1.00
Total 3.25
Re Obs. Time 0.00
Time of Arrival Departure
ll:00A 01:00P
* Travel time and mileage will be billed in accordance with the contract.
Summary ofSen~ces Pedonned (field test data, Iocalons, elections & depths am estimates) & Individuals Contactad.
The undersigned arrived on site, as requested, to observe the placement and compaction of soils
for paving and utilities.
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 Dwight Goldy, -- Senior Field Technician
700
70747
0
ECS - Texas, LLP
49E0 Keller Springs Road, SulM 480
Addison, TX 75001
(972) 392-~222
(FAX) 392-0102
Project Wachovia - Coppell
Locati~ Coppell, TX
Client Little Diversified Arch. Consulting - Kathryn E. Rabuse
Contractor Centex Construction Co. - Claud Bolton
Remarks
Tdp Charges*
Chargeable Items
Tolls/Parking* Mileage* 40
FIELD REPORT
Project No. 19:4236-A
Report No. 15
Day & Date Friday 10/21/2005
Weather 70°/Sunny
On-S~te Time 0.50
Lab Time 0.25
Travel Time* 1.00
Total 1.75
Re Obs.~me 0.00
Time of Arrival Departure
07:00A 07:30A
* Travel time and mileage will be billed in accordance with the contract.
Summary of Sewtces Performed (field t~st data, Iocalons, elewtlona & depths are estimates) & Individuals Co~tactad.
Concrete Cylinder Pick-up:
The undersigned arrived on site to retrieve concrete cylinders molded on a previous date.
The test cylinders were found to be undisturbed and were returned to ECS for curing and
compressive strength testing.
1 set of 4 cylinders was picked up on this date.
By Louis l)eRossi 1800
70750