HomeMy WebLinkAboutECS 7/03/2019We are enclosing:Field Reports For your use As requestedXXX
July 8, 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
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 # 32 07/03/2019 Lot 2R Pave Pour 2
Eli WoodSiddharth Neekhra
Principal Engineer Construction Materials Dept. Manager
JUL 5 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
ECS Southwest, LLP
63:1045
32
Grapevine Station North-Phase 1 Wednesday 07/03/2019
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
8.80
The undersigned arrived on site, as requested, to observe the placement of 4000 psi concrete for
Lot 2R Pavement (Traffic Lanes - Fire Lane) and 3600 psi concrete for Lot 2R Pavement
(Parking Areas). 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 55-90 degrees
Fahrenheit.
Concrete observed on this date appeared to be placed in compliance with project specifications
with regard to temperature and air content.
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 for pavement was observed and
appeared to installed in accordance with the project drawings and specifications.
88°/ Sunny
45.00
7.75
0.25
0.00
03:45A 11:30A
Lot 2R Pave Pour 2
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*
0.80Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Ahmed Abuelgasim Abdalla, — Field TechnicianBy 1800
13084
Transmittal Page 2/6
Transmittal Page 3/6
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
07/03/2019
Westwood Group
Sunny / 88
None Listed
Charley's Concrete
Mix Designation:Multiple (see remarks)Mix Strength:Multiple (see remarks)Design Strength:Multiple (see remarks)
B to P
min.
1 2147 574570 10.0 10.0 03:27 04:07 04:32 *4.00 3.40(P 84.00 0 Mix. Des.: 4142 Mix Str.: 3600 psiDes. Str.: 3600 psi65
2 1320 574572 10.0 20.0 03:43 04:28 04:40 0.0057
3 1526 574573 10.0 30.0 03:59 04:42 05:11 0.00 172
5 2114 574575 10.0 40.0 04:31 05:03 05:38 0.0067
4 2090 574574 10.0 50.0 04:16 05:09 05:26 0.0070
6 2153 574576 10.0 60.0 04:44 05:27 05:53 0.0069
7 1158 574577 10.0 70.0 04:59 05:30 06:11 0.0072
8 1342 574586 10.0 80.0 06:33 07:15 07:33 0.0060
9 1982 574589 10.0 90.0 06:48 07:35 07:51 0.0063
10 2041 442651 10.0 100.0 07:00 07:41 08:07 0.0067
11 2063 442654 10.0 110.0 07:12 07:51 08:18 *4.25 3.60(P 81.00 0 Mix. Des.: 4518 Mix Str.: 4000 psiDes. Str.: 4000 psi66
13 1158 574598 10.0 120.0 07:32 08:14 09:00 0.0088
12 2058 442657 10.0 130.0 07:29 08:20 08:47 0.0078
14 1917 574601 10.0 140.0 07:52 08:30 09:14 0.0082
* Location:By:Ahmed Abuelgasim AbdallaLot 2R Pavement (Traffic Lanes - Fire Lane and Parking Areas).
ECS Southwest, LLP
WO:2482
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 4/6
Concrete Summary Report
Project:
Location:
Contractor :
Supplier:
Project No.
Day/Date:
Client:
Weather / Temp:
Page 2
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
07/03/2019
Westwood Group
Sunny / 88
None Listed
Charley's Concrete
Mix Designation:Multiple (see remarks)Mix Strength:Multiple (see remarks)Design Strength:Multiple (see remarks)
B to P
min.
15 2144 442663 10.0 150.0 08:16 09:05 09:31 0.0075
16 4 574607 10.0 160.0 08:23 09:08 09:50 0.00 187
17 2041 442670 10.0 170.0 09:39 10:16 10:32 0.0053
18 2147 574616 5.0 175.0 09:39 10:30 10:49 0.0070
* Location:By:Ahmed Abuelgasim AbdallaLot 2R Pavement (Traffic Lanes - Fire Lane and Parking Areas).
ECS Southwest, LLP
WO:2482
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 5/6
Transmittal Page 6/6