HomeMy WebLinkAboutECS 1-3-2020 - Missing Field Values - Missing Field ValuesWe are enclosing:Field Reports For your use As requestedXXX
January 3, 2020
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
801 E. Northwest Hwy
Grapevine, TX
RE:
ECS Job #
ATTN:
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
ECS Southwest, LLP
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 # 53 12/31/2019 Lot4Lot6 Sidewalks
Eli WoodSiddharth Neekhra
Principal Engineer Construction Materials Dept. Manager
JAN 3 2020
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 1/5
ECS Southwest, LLP
63:1045
53
Grapevine Station North-Phase 1 Tuesday 12/31/2019
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
4.50
The undersigned arrived on site, as requested, to observe the placement of 3600 psi concrete for
Lot 4 / Lot 6 Sidewalks. 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, air content, and batch to placement time. The slump was higher
than design parameters. The superintendent was notified.
One set of five 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 installed
in accordance with the project drawings and specifications.
52°/ Sunny
45.00
3.25
0.25
0.00
10:00A 01:15P
Lot4Lot6 Sidewalks
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*
1.00Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
David McAllister, — Field TechnicianBy 1800
19681
Transmittal Page 2/5
Transmittal Page 3/5
Concrete Summary Report
Project:
Location:
Contractor :
Supplier:
Project No.
Day/Date:
Client:
Weather / Temp:
Page 1
No.Ticket
No.
Truck
No.
CY Concrete
Truck Cum
Batch
Time
Truck Time
Arrive Finish Slump % Air Concrete
Temp.
Water
Added Location and Remarks
Grapevine Station North-Phase 1 1045
801 E. Northwest Hwy
Grapevine, - Tarrant County - TX 76051
12/31/2019
Westwood Group
Sunny / 52
None Listed
Charley's Concrete
Mix Designation:4142 Mix Strength:3600 psi Design Strength:3000 psi
B to P
min.
1 2141 122529 10.0 10.0 10:44 11:13 11:37 *5.00 5.90(P 56.00 053
* Location:By:David McAllisterLot 4 / Lot 6 Sidewalks
ECS Southwest, LLP
WO:5920
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 4/5
Transmittal Page 5/5