HomeMy WebLinkAboutECS 11-22-2019 (2) - Missing Field Values - Missing Field ValuesWe are enclosing:Field Reports For your use As requestedXXX
November 22, 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 # 50 11/19/2019 Lot 5 Pave Pour 3
Eli WoodSiddharth Neekhra
Principal Engineer Construction Materials Dept. Manager
NOV 22 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
50
Grapevine Station North-Phase 1 Tuesday 11/19/2019
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
5.00
The undersigned arrived on site, as requested, to observe the placement of 4000 psi concrete for
Lot 5 Pavement (Traffic Lanes - Fire Lane) and 3600 psi concrete for Lot 5 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 55-95 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.
60°/ Clear
45.00
4.25
0.25
0.00
02:45A 07:00A
Lot 5 Pave Pour 3
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*
0.50Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
George Khalil, Sr., — Field TechnicianBy 1800
18690
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
11/19/2019
Westwood Group
Clear / 60
None Listed
Charley's Concrete
Mix Designation:4142 Mix Strength:3600 psi Design Strength:4000 psi
B to P
min.
8 776 119971 10.0 10.0 03:47 04:15 04:45 0.0058
9 774 119972 10.0 20.0 03:55 04:31 04:50 *4.00 3.00(P)60.00 055
10 751 229973 10.0 30.0 04:06 04:40 05:00 0.0054
11 761 119974 10.0 40.0 04:18 04:55 05:10 0.0052
12 752 119975 10.0 50.0 04:26 05:05 05:20 0.0054
13 777 119982 10.0 60.0 05:14 05:45 06:15 0.0061
* Location:By:George Khalil, Sr.Lot 5 Pavement (Traffic Lanes - Fire Lane)
ECS Southwest, LLP
WO:5225
* 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 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
11/19/2019
Westwood Group
Clear / 60
None Listed
Charley's Concrete
Mix Designation:4142 Mix Strength:3600 psi Design Strength:3600 psi
B to P
min.
1 835 119966 10.0 10.0 02:26 03:10 03:25 0.0059
2 779 119967 10.0 20.0 02:47 03:16 03:35 *4.00 3.50(P)65.00 048
3 837 119968 10.0 30.0 02:51 03:28 03:45 0.0054
4 788 119969 10.0 40.0 03:03 03:40 03:55 0.0052
5 795 119970 10.0 50.0 03:17 03:40 04:00 0.0043
6 739 119983 10.0 60.0 05:20 05:45 06:00 0.0040
7 845 119985 10.0 70.0 05:33 06:20 06:45 0.0072
* Location:By:George Khalil, Sr.Lot 5 Pavement (Parking Areas)
ECS Southwest, LLP
WO:5225
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 5/6
Transmittal Page 6/6