Coppell_E-Care-LR140731
ECS Texas, LLP
3033 Kellway Drive, Suite 110
CONCRETE, GROUT, AND MORTAR TESTS
Carrollton, TX 75006
LETTER OF TRANSMITTAL
(972) 392-3222 [Phone]
(214)483-9684 [Fax]
Texas Registered Engineering Firm # F-8461
07/31/2014
DATE:
TO:Interra Partners, LLC
Lincoln Centre, Building 3
Coppell E-Care
RE:
5430 LBJ Freeway, Suite 960
PERMIT #:
Dallas, TX 75240
ATTN:Mr. WilliamR. Hurd
JOB NO.:005924A1
LOCATION:
330 S Denton Tap Road, Coppell, TX
Dallas County
Weare enclosing:
XAttachedXFor Your Use
XMaterials Engineering Division Concrete Reports:As Requested
X
21
CityOf Coppell - Rick O'dell
CC:
Hill & Wilkinson Construction Group, Ltd - Matthew Vea
Hill & Wilkinson Inc. - Jason Avant
Jennifer Shields, P.G.Victor Faltas
JUL 31 2014
By:
Project GeologistProject Engineer
This report (and any included attachments) shall not be reproduced, except in full, without the prior written approval of ECS.
Grout Prisms Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:B
5924-A1
(972) 392-3222 [Phone]
Cast Date:
(214)483-9684 [Fax]
07/02/2014
Design Strength:
3000 psi
Project:Coppell E-Care
Report No.:
21
Location:330 S Denton Tap Road, Coppell, TX
Interra Partners, LLC - WilliamR. Hurd
Owner:Client:
Interra Partners, LLC - WilliamR. Hurd
Arch.:
Gen. Contr.:Hill & Wilkinson Inc. - Jason
Struc. Eng.:Conc. Contr.:
Placement Location:Grout for the second course of the North and East
Concrete Supplier:On-SiteTruck No:0Ticket No:0
Mix Designation:3000Mix Strength:3000 psiBatch Time:
07:20AM
Added Water:
Time Added:Unit Wt.:
NadyShehata
FIELD TEST DATA:Tested by:Time Sampled:08:20AMSlump:
Air Content:
Temperature - Air:82º FConcrete:
TypeArea
SampleTestTestBreakingBrkReview
Length
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/30/2014
10283628Lab3.4411.83387523270VF
07/30/2014
10283728Lab3.4411.83343042900VF
07/30/2014
10283828Lab3.4411.83456643860VF
Sampling, prism molding, and laboratory curing in accordance with (iaw) ASTM C1019. Compressive strength test iaw ASTM C39, temperature iaw ASTM C1064, slump iaw ASTM
C143, and capping iaw ASTM C617.
FIELD CURING CONDITIONS:
XInsulatedCooledIce
Curing Box
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
VF
Print Date:07/31/2014
BR01