HomeMy WebLinkAboutECS 3/21/2019 (2)Change this name
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682)350-2250 [Phone]
(817) 847-8616 [Fax]
March 23, 2019
Westwood Real Estate Group
1000 Texan Trail Ste. 200
Grapvine, TX 76051
ATTN: Mr. A.L. Burtin
LETTER OF TRANSMITTAL
RE: Grapevine Station North -Phase 1
ECS Job # 63:1045
Pennits:
Location: E. Northwest Hwy. and Texan Tri,
Grapevine, TX
We are enclosing: X Field Reports X For your use X As requested
CC: Westwood Group Development No. 11 - Randy Sawey City of Grapevine - Scott Cannon
Les Daigh Excavating and Demolition - Les Daigh Westwood Group Development No. 11 - Taylor
City of Grapevine - Donald Dixson Hazlewood
Acadia Capital Group - Brad Catlett
ENOL:
Field Report # 3R 03/21/2019
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1 5.*
I. /Owctt- ct'�
MAR 212019
Vince Elizarde
Principal Engineer
Report 3 Revision
Eli Wood
Construction Materials Dept. Manager
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.
3. Where appropriate, this report includes statements as to compliance with applicable project drawings and specifications for the activities performed
on this report date.
4. Incomplete or non -conforming work will be recorded for future resolution.
5. The results of samples and/or specimens obtained or prepared for subsequent laboratory testing will be presented in separate reports/documents.
1000.1
Transmittal Page 1/5
Change this name
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
Project Grapevine Station North -Phase 1
Location Grapevine, TX
Client Westwood Real Estate Group - A.L. Burtin
Remarks Report 3 Revision
Trip Charges* 25.00 Tolls/Parking* Mileage*
Chargeable Items
FIELD REPORT
Project No. 63:1045
Report No. 3R
Day & Date Thursday 03/21/2019
Weather
On -Site Time
0.00
Lab Time
0.00
Travel Time*
0.00
Total
0.00
Re Obs.Time
0.00
Time of Arrival Departure
12:OOP 12:OOP
* Travel time and mileage will be billed in accordance with the contract
Summary of Services Performed (field test data, locations, elevations & depths are estimates) 8 Individuals Contacted.
This is a revision of Report 3 (03/14/19). Report 3 did not list the building or lot number
associated with the work on site. This report is being issued to update the lot location where
work was performed.
The undersigned arrived on site, as requested, to observe the placement of 4000 psi concrete for
Lot 5, Junction Box Top at Storm Drain Line 1, STA 0+00. 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 and one individual 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 be placed
in compliance with the project drawings and specifications.
By Abdul Khabeer Alokozay, — Field Technician 1800
10580
Transmittal Page 2/5
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Concrete Summary for 1045 Report 3
CONCRETE SUMMARY REPORT 3
Page 1 of 1
Project:
Grapevine Station North -Phase l
Project Vo:
1035
Location:
E. Northwest Huy and Texan TH. -
GrapevineTarrant - Tarnt County - TX - 76051
Da} -/Date:
03/14119
Contractor:
None Listed
Client:
Westwood Croup Development No. 1 1
Supplier:
Redi-Mix Concrete
Weather/Temp:
Sunny 170
Truck
Ticket
CC
Concrete
Batch Truck Time
BPo
lSlumpAir
Coneret
RaterNo'
Sample
No.
\`o.
mins
o
f°
Temp
Added
'
Truck Cum
Time
Arrive
Finish
1 15881
11681
3.0 1 3 111:40112:45113:081
88
1 3.0-01.
Location : Junction Box Tap at Storm Drain Line 1. STA 0+00
Transmittal Page 5/5