HomeMy WebLinkAboutGrapevine Station North Phase 1 Field Reports - 3/26/2020CC:
ENCL:
Field Report # 64 3/26/2020 Lot 4 Sidewalk Conc
Acadia Capital Group - Brad Catlett
City of Grapevine - Donald Dixson
City of Grapevine - Scott Cannon
Les Daigh Excavating and Demolition - Les Daigh
Westwood Group Development No. 11 - Randy
Sawey
Westwood Group Development No. 11 - Taylor
Hazlewood
APR 01 2020
Subsidiary Regional Manager
Siddharth Neekhra
Construction Materials Dept. Manager
Elisha P. Wood
LETTER OF TRANSMITTAL
Westwood Group Development No. 11
1000 Texan Trail Ste. 200
ATTN:Mr. Clint Baker
April 1, 2020
1045
Location:
Permits:
ECS Job #
RE:
Grapevine, TX 76051
Grapevine Station North-Phase 1
801 E. Northwest Hwy
(682) 350-2250 [Phone]
Fort Worth, TX 76137
(817) 847-8616 [Fax]
ECS Southwest, LLP
TX Registered Firm # F-8461
Field Reports X As requestedFor your use XXWe are enclosing:
4050 Sandshell Drive
Grapevine, TX 76051
Disclaimer
3. Where appropriate, this report includes statements as to compliance with applicable project drawings, and specifications for the activities, performed on this
report date.
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 reported for future resolution.
5. The results of samples and/or specimens obtained or prepared for supersequent laboratory testing will be presented in separate reports/documents.
1000.1
* 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.
The undersigned arrived on site, as requested, to observe the placement of 3000 psi concrete for Lot 4 Sidewalk
along Boyd Drive. 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, slump, air content, and batch to placement time.
One set of five laboratory cured concrete cylinders were cast for compressive strength testing in our laboratory.
Chargeable Items
Arrival Departure
12:00P 2:30P
Time ofTrip Charges*Tolls/Parking*45.00 Mileage*
Lot 4 Sidewalk ConcRemarks
0.00Re Obs Time
3.86Total
1.03Travel Time*
0.33Lab Time
On-Site Time 2.50
Client Westwood Group Development No. 11
Grapevine, TXLocation
Weather 76 °/ Sunny
TX Registered Engineering Firm # F-8461
Project
ECS Southwest, LLP4050 Sandshell Drive
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]1045
64
Project No.
Grapevine Station North-Phase 1
Report No.
Day & Date Thursday 3/26/2020
FIELD REPORT
By Iz Ahmed , --- Field Technician 1800
21912
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No.Truck
No.
Ticket
No.
CY Concrete Batch
Time
Truck Time B to P
min Slump % Air Concrete
Temp.
Water
Added Location and RemarksTruckCumArriveFinish
1 2156 126287 10.0 10.0 11:24 AM 12:06 PM 12:46 PM 82 5.00 3.00 78.0 0 *
Concrete Summary Report Page 1
Grapevine Station North-Phase 1Project:
Location:801 E. Northwest Hwy Grapevine Tarrant County TX 76051
Contractor:None Listed
Supplier:Charley's Concrete
Mix Designation:3759
Project No.1045
3000 psiDesign Strength:
Sunny / 76Weather / Temp:
Westwood Group Development No. 11 Client:
3/26/2020Day/Date:
3000 psiMix Strength:
Registered Firm #
* B to P - Batch to Placement time in minutes
* Location:Lot 4 Sidewalk along Boyd Drive By:Iz Ahmed
ECS Southwest, LLP
2000.1.1.0 WO: 7597