HomeMy WebLinkAboutECS - 3/21/2019 (2)We are enclosing:Field Reports For your use As requestedXXX
March 23, 2019
Westwood Real Estate Group
1000 Texan Trail Ste. 200
Grapvine, TX 76051
Mr. A.L. Burtin
Grapevine Station North-Phase 1
Location:
Permits:
63:1045
E. Northwest Hwy. and Texan Trl.
Grapevine, TX
RE:
ECS Job #
ATTN:
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
[Change this name]
LETTER OF TRANSMITTAL
CC:Westwood Group Development No. 11 - Randy Sawey
Les Daigh Excavating and Demolition - Les Daigh
City of Grapevine - Donald Dixson
ENCL:
City of Grapevine - Scott Cannon
Westwood Group Development No. 11 - Taylor
Hazlewood
Acadia Capital Group - Brad Catlett
Field Report # 2R 03/21/2019 Report 2 Revision
Eli WoodVince Elizarde
Principal Engineer Construction Materials Dept. Manager
MAR 21 2019
1000.1
Disclaimer
1. This report (and any attachments) shall not be reproduced except in full without prior written approval of ECS.
2. The information in this report relates only to the activities performed on the report date.
4. Incomplete or non-conforming work will be recorded for future resolution.
3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed
on this report date.
5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents.
Transmittal Page 1/6
[Change this name]
63:1045
2R
Grapevine Station North-Phase 1 Thursday 03/21/2019
Project No.
Report No.
Day & DateProject
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
FIELD REPORT
0.00
This is a revision of Report 2 (03/11/19). Report 2 did not list the building or lot number
associated with the work on site. This report is being issued to update the lot location where
work was performed.
The undersigned arrived on site, as requested, to observe the placement of 4000 psi concrete for
Lot 5, Junction Box at Storm Drain Line 1, STA 0+00. Please see the attached sketch.
The required test limits were determined to be a slump of 3-5 inches, air content of 3-6 %,
batch to placement time of 90 minutes, and concrete temperature range of 55-95 degrees
Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature and slump. THE AIR CONTENT WAS LOWER THAN THE
DESIGN PARAMETERS AND THE BATCH TO FINAL PLACEMENT TIME EXCEEDED
THE DESIGN PARAMETERS.
One set of five and one individual laboratory cured concrete cylinders were cast for
compressive strength testing in our laboratory.
Prior to the placement of concrete, the reinforcing steel was observed and appeared to be placed
in compliance with the project drawings and specifications.
25.00
0.00
0.00
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12:00P 12:00P
Report 2 Revision
Location
On-Site Time
Lab Time
Client
Grapevine, TX
Arrival Departure
Summary of Services Performed (field test data, locations, elevations & depths are estimates) & Individuals Contacted.
Westwood Real Estate Group - A.L. Burtin
Trip Charges*
Remarks
Chargeable Items
Weather
Mileage*
0.00Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Maicheal K Wahba, — Senior Field Technician IBy 1800
10579
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