HomeMy WebLinkAboutECS - 8/7/2019We are enclosing:Field Reports For your use As requestedXXX
August 7, 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 # 37 07/31/2019 SOG
Tim TarbuttonSiddharth Neekhra
Principal Engineer Office Manager
AUG 7 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 1/8
ECS Southwest, LLP
63:1045
37
Grapevine Station North-Phase 1 Wednesday 07/31/2019
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
6.91
The undersigned arrived on site, as requested, to observe the placement of 300 cubic yards of
3000 psi concrete for Slab on Grade at 809 East Northwest Highway Building.
The required test limits were determined to be a slump of 4-6 inches, air content of 0-3 %,
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.
Three sets of five laboratory cured concrete cylinders were cast for compressive strength testing
in our laboratory.
77°/ Clear
45.00
6.00
0.50
0.00
02:45A 08:45A
SOG
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*
0.41Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Kellen Johnson Shoup, — InternBy 1800
14134
Transmittal Page 2/8
Transmittal Page 3/8
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
07/31/2019
Westwood Group
Clear / 77
None Listed
Charley's Concrete
Mix Designation:3760 Mix Strength:3000 psi Design Strength:3000 psi
B to P
min.
1 704 443622 10.0 10.0 02:29 03:01 03:29 *4.00 2.00(P 86.00 060
2 986 443623 10.0 20.0 02:34 03:06 03:15 0.0041
3 756 443624 10.0 30.0 02:42 03:16 03:30 0.0048
4 782 443625 10.0 40.0 02:51 03:25 03:37 0.0046
5 842 443626 10.0 50.0 02:55 03:40 03:48 0.0053
6 985 443627 10.0 60.0 03:12 03:44 03:56 0.0044
7 839 443628 10.0 70.0 03:24 04:06 04:14 0.0050
8 738 443629 10.0 80.0 03:28 04:19 04:30 0.0062
9 753 443630 10.0 90.0 03:36 04:20 04:31 0.0055
10 790 443631 10.0 100.0 03:42 04:20 04:45 0.0063
12 720 443633 10.0 110.0 04:04 04:30 04:50 0.0046
11 984 443632 10.0 120.0 03:54 04:38 04:45 *5.00 1.90(P 88.00 051
13 715 443634 10.0 130.0 04:13 04:53 05:10 0.0057
15 756 443637 10.0 140.0 04:29 05:05 05:15 0.0046
* Location:By:Kellen Johnson ShoupSlab on Grade at 809 East Northwest Highway Building
ECS Southwest, LLP
WO:3033
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 4/8
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
07/31/2019
Westwood Group
Clear / 77
None Listed
Charley's Concrete
Mix Designation:3760 Mix Strength:3000 psi Design Strength:3000 psi
B to P
min.
14 986 443636 10.0 150.0 04:33 05:10 05:24 0.0051
17 839 443641 10.0 160.0 05:01 05:36 05:47 0.0046
16 985 443640 10.0 170.0 04:57 05:38 05:44 0.0047
18 790 443643 10.0 180.0 05:24 06:00 06:10 0.0046
19 753 443644 10.0 190.0 05:30 06:18 06:27 0.0057
20 984 443645 10.0 200.0 05:46 06:28 06:40 0.0054
21 720 443646 10.0 210.0 05:50 06:30 06:45 *6.00 2.00(P 86.00 055
23 756 443648 10.0 220.0 06:00 06:33 06:50 0.0050
22 715 443647 10.0 230.0 05:55 06:35 06:49 0.0054
24 738 443642 10.0 240.0 05:17 06:40 06:47 0.0090
25 986 443649 10.0 250.0 06:09 06:45 07:14 0.0065
26 22 575942 10.0 260.0 06:25 07:12 07:30 0.0065
27 839 443650 10.0 270.0 06:32 07:20 07:50 0.0078
28 983 113225 10.0 280.0 06:40 07:35 07:53 0.0073
* Location:By:Kellen Johnson ShoupSlab on Grade at 809 East Northwest Highway Building
ECS Southwest, LLP
WO:3033
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 5/8
Concrete Summary Report
Project:
Location:
Contractor :
Supplier:
Project No.
Day/Date:
Client:
Weather / Temp:
Page 3
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
07/31/2019
Westwood Group
Clear / 77
None Listed
Charley's Concrete
Mix Designation:3760 Mix Strength:3000 psi Design Strength:3000 psi
B to P
min.
30 740 180779 10.0 290.0 06:47 07:47 08:05 0.0078
29 5 575943 10.0 300.0 06:32 07:50 08:01 0.0089
* Location:By:Kellen Johnson ShoupSlab on Grade at 809 East Northwest Highway Building
ECS Southwest, LLP
WO:3033
* B to P - Batch to Placement time in minutes
2000.1.1.0
Transmittal Page 6/8
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