Coppell_E-Care-LR140729
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
07/29/2014
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
17
NOTE: LOW TEST RESULTS REPORTS 17
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 29 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]
06/27/2014
Design Strength:
3000 psi
Project:Coppell E-Care
Report No.:
17
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 south and west sides of the building Exterior Wall
Concrete Supplier:On-SiteTruck No:0Ticket No:0
Mix Designation:GroutMix Strength:3000 psiBatch Time:
09:05AM
Added Water:
Time Added:Unit Wt.:
NadyShehata
FIELD TEST DATA:Tested by:Time Sampled:09:20AMSlump:
Air Content:
Temperature - Air:88º FConcrete:
TypeArea
SampleTestTestBreakingBrkReview
Length
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/04/2014
1025057Lab
07/25/2014
10250628Lab3.4011.56239682070VF
07/25/2014
10250728Lab3.4011.56292802530VF
07/25/2014
10250828Lab3.4011.56302082610VF
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:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
NOTE: LOW TEST RESULTS
VF
Print Date:07/29/2014
BR01