HomeMy WebLinkAboutECS - 5/7/2019LETTER OF TRANSMITTAL
TO:
ATTN:
JOB NO.:
DATE:
RE:
PERMIT #:
LOCATION:
We are enclosing:
Attached Materials Engineering Division Concrete Reports:As RequestedFor Your Use
05/07/2019
Grapevine Station North-Phase 1
801 E. Northwest Hwy, Grapevine, TX
1045
Mr. A.L. Burtin
Westwood Real Estate Group
1000 Texan Trail Ste. 200
Grapvine, TX 76051
6
CONCRETE, GROUT, AND MORTAR TESTS4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
X X XX
Tarrant County
ECS Southwest, LLP
CC:Westwood Group Development No. 11 - Randy Sawey
Les Daigh Excavating and Demolition - Les Daigh
City of Grapevine - Donald Dixson
City of Grapevine - Scott Cannon
Westwood Group Development No. 11 - Taylor Hazlewood
Acadia Capital Group - Brad Catlett
Siddharth Neekhra
Principal Engineer
Eli W ood
Construction Materials Dept. Manager
MAY 7 2019By:
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 sample test specimens obtained on the report date.
4. Non-conforming test results will be recorded for future resolution.
Disclaimer
3. The primary purpose of this report is to present the laboratory test results for the indicated sample test specimens. For a full compliance evaluation
of construction events that the specimens represent, this test report must be used in conjunction with the related field report.
5. Test results that do not meet the required strength levels at the specified ages are marked "LOW TEST RESULTS ".
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We are enclosing:Field Reports For your use As requestedXXX
March 23, 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
E. Northwest Hwy. and Texan Trl.
Grapevine, TX
RE:
ECS Job #
ATTN:
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
[Change this name]
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 # 1R 03/21/2019 Report 1 Revision
Eli WoodVince Elizarde
Principal Engineer Construction Materials Dept. Manager
MAR 21 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 1/5
[Change this name]
63:1045
1R
Grapevine Station North-Phase 1 Thursday 03/21/2019
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
0.00
This is a revision of Report 1 (03/07/19). Report 1 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 obtain representative samples from Lot 6 of
onsite soil (3) for moisture density relationship (Proctor) testing and classification in our
laboratory.
The results of the testing will be provided under a separate cover, when completed.
25.00
0.00
0.00
0.00
12:00P 12:00P
Report 1 Revision
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*
0.00Travel Time*
Total
Time of
Re Obs.Time
* Travel time and mileage will be billed in accordance with the contract.
Tolls/Parking*
Abdul Khabeer Alokozay, — Field TechnicianBy 1800
10578
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Project:
Location:Report No.:
Cast Date:
Grapevine Station North-Phase 1
801 E. Northwest Hwy, Grapevine, TX 6
04/29/2019
1045Project :
Concrete Cylinders Strength Report
Set Designation:A
4050 Sandshell Drive, Suite 500
Fort Worth, TX 76137
(682) 350-2250 [Phone]
(817) 847-8616 [Fax]
ECS Southwest, LLP
Acceptance Age:28 Days
4000 psiDesign Strength:
Owner:
Struc. Eng.:
Client:
Gen. Contr.:
Conc. Contr.:
Placement Location:
Concrete Supplier:Truck No:
Mix Designation:
Ticket No:
Mix Strength:Batch Time:
Arch.:
Westwood Group Development No. 11 - Clint
Whitworth Engineering - Russell W hitworth
Lot 2R Storm Drain Line 6 Y-Inlet Top at STA 0+67
Redi-Mix Concrete 1565 25119303
10L11504 4000 psi 01:23 PM
-Added W ater:
Approx. Location Set Represents:
Lot 2R Storm Drain Line 6 Y-Inlet Tops at STA 2+67, STA 1+78, STA 0+67
Placement Information
Supplier Information (If ReadyMix)
Sample #Test Date Test
Age
Curing
Type
(F/L)
Breaking
Load
Rounded
Compr. Str.
(psi)
Brk
Type Date to Lab
Field Test Data
Avg.
CrossSectional
Area (in.-sq)
Cap
Type
Average
Computed
Diameter (in.)(lbs)
Air Content:Air Temperature:Concrete Temperature:
Time Sampled:Slump/Slump Flow:Abdul K. Alokozay 02:20 PM 5.50 in.
5.00% (P)
Performed by:
78° F65° F
Fresh Unit W eight:-
43705491263-1045-6-1 05/06/2019 7 Lab 4.00 2 U12.56
63-1045-6-2 05/27/2019 28 Lab
63-1045-6-3 05/27/2019 28 Lab
63-1045-6-4 05/27/2019 28 Lab
63-1045-6-5 06/24/2019 56 Lab
Sampling in accordance with (iaw) ASTM C172 except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard.
Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P),
temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders denoted with Cap Type U are tested using unbonded caps iaw ASTM C1231, cylinders denoted with Cap
Type B are tested using bonded caps iaw ASTM C617, and cylinders denoted with Cap Type N (none) meet the planeness requirements of ASTM C39 and are tested without caps.
Break Types are classified as: Type 1,2,3,4,5 or 6 iaw C39.
Initial Curing Conditions
Curing Box Insulated
Heated
Cooled
Remarks:
Final Review By:
Ice Other
Curing Tank
Print Date:05/07/2019
EWood
CCBRv265
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