HomeMy WebLinkAboutECS 4/11/2019[Changeel
050 Sanell na, Suite
Ec4t 4050 Worth,
X Drive, Suite 500
Fort Worth, TX 76137
(682)350-2250 [Phone]
(817) 847-8616 [Fax]
TO: Westwood Real Estate Group
1000 Texan Trail Ste. 200
Grapvine, TX 76051
ATTN: Mr. A.L. Burtin
JOB NO.: 1045
L0CATI0N:801 E. Northwest Hwy, Grapevine, TX
Tarrant County
We are enclosing:
CONCRETE, GROUT, AND MORTAR TESTS
LETTER OF TRANSMITTAL
DATE: 04/11/2019
RE: Grapevine Station North -Phase 1
PERMIT #:
X Attached X For Your Use X Materials Engineering Division Concrete Reports: X As Requested
CC: Westwood Group Development No. 11 - Randy Sawey
Les Daigh Excavating and Demolition - Les Daigh
City of Grapevine - Donald Dixson
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VINCENT JOSEPH ELDROE
............................
105447
Ju6�9e�ILU 19
-
By: Vince Elizarde
Principal Engineer
Disclaimer
City of Grapevine - Scott Cannon
Westwood Group Development No. 11 - Taylor Hazlewood
Acadia Capital Group - Brad Catlett
Eli Wood
Construction Materials Dept. Manager
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.
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 eventsthat the specimens represent, this test report must be used in conjunction with the related field report.
4. Non -conforming test results will be recorded for future resolution.
5. Test results that do not meet the required strength levels at the specified ages are marked "LOW TEST RESULTS ".
Transmittal Page 1/2
Khanna this name/
C 4050Sandshell Drive, Suite 500
Fort Worth.orth, TX
76137
(682)350-2250 [Phone]
(817)847-8616 [Ful
Project: Grapevine Station North -Phase 1
Location: 801 E. Northwest Hwy, Grapevine, TX
Concrete Cylinders Strength Report
Project : 1045
Set Designation: A
Cast Date:
03/14/2019
Acceptance Age:
28 Days
Design Strength:
4000 psi
Report No.:
3
Owner: Client: Westwood Group Development No. 11 - Clint
Arch.: Gen. Contr.:
Struc. Eng.: Whitworth Engineering -Russell Whitworth Conc. Contr.:
Placement Information
Placement Location: Lot 5, Junction Box Top at Storm Drain Line 1, STA 0+00
Approx. Location Set Represents: Lot 5, Junction Box Top at Storm Drain Line 1, STA 0+00
Supplier Information (if ReadvMix)
Concrete Supplier: Redi-Mix Concrete Truck No: 1588 Ticket No: 1168
Mix Designation: 101-11504 Mix Strength: 4000 psi Batch Time: 11:40 AM
Added Water: -
Field Test Data
Tested by: Abdul K. Alokozay
Air Temperature: 580 F
Fresh Unit Weight: -
Time Sampled: 01:00 PM
Concrete Temperature: 700 F
Slump/Slump Flow: 3.00 in.
Air Content: 4.0 % (P)
Sample #
Test Date
Test
Age
Curing
Type
(F/L)
Average 9
Computed
P
Diameter (in.)
v9.
CrossSectional
Area (in. -sq)
Breaking
Load
(lbs)
Rounded
Compr. Str.
(psi)
Brk
Type
Cap
Type
Date to Lab
63-1045-3-1
03/21/2019
7
Lab
4.00
12.56
65280
5190
2
U
63-1045-3-2
04/11/2019
28
Lab
4.00
12.56
75072
5970
3
U
63-1045-3-3
04/11/2019
28
Lab
4.01
12.59
76365
6060
3
U
63-1045-3A
04/11/2019
28
Lab
4.00
12.56
73440
5840
3
U
63-1045-3-5
05/09/2019 1
56
Lab
,,a ,,, —.,a„U...,,,, I,orvr ,, 4 cncdpr uidl Jdilipeb niey Idve ween raven rrom me oeginnmg or me ioaa aver 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 Curing Tank Insulated Cooled
Ice Heated Other
Remarks:
Final Review By:
Schematic of Break Type Fracture pattern per Fig 2 of C39
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Type 1 Type 2 Type 3 Type 4 Type 5 Type 6
Transmittal Page 2/2
EWood
Print Date: 04/11/2019
CCBRv251