Coppell_E-Care-LR140826
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
08/26/2014
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
19, 20
NOTE: LOW TEST RESULTS REPORTS 19, 20
CityOf Coppell - Rick O'dell
CC:
Hill & Wilkinson Construction Group, Ltd - Matthew Vea
Hill & Wilkinson Inc. - Jason Avant
Jennifer Shields, P.G.Victor Faltas
AUG 26 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.
Concrete Cylinders Strength Report
ECS Texas, LLP
3033 Kellway Drive, Suite 110
Carrollton, TX 75006
Project :Set Designation:A
5924-A1
(972) 392-3222 [Phone]
Cast Date:
(214)483-9684 [Fax]
06/30/2014
Design Strength:
4000 psi
Project:Coppell E-Care
Report No.:
19
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:Pavements
Concrete Supplier:Burnco ConcreteTruck No:899Ticket No:50102958
Mix Designation:40U100AGMix Strength:4000 psiBatch Time:
09:20AM
Added Water:
10 Gals.Time Added:10:15AM
TimothyTarbutton6.50 in.
FIELD TEST DATA:Tested by:Time Sampled:10:20AMSlump:
Air Content:
Temperature - Air:85º FConcrete:90º F
2.90 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
10260707/07/20147Lab4.0012.563619228802VF
10260807/28/201428Lab4.0012.564428835203VF
10260907/28/201428Lab3.9912.504329634602VF
10261007/28/201428Lab4.0012.564460835503VF
10261108/25/201456Lab3.9812.444595236903VF
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 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
FIELD CURING CONDITIONS:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
X
Remarks:
Final Review By:
NOTE: LOW TEST RESULTS
VF
Print Date:08/26/2014
BR01
Concrete Cylinders 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]
06/30/2014
Design Strength:
4000 psi
Project:Coppell E-Care
Report No.:
20
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:Parking Lot Pavements
Concrete Supplier:Burnco ConcreteTruck No:900Ticket No:30102982
Mix Designation:40U100AGMix Strength:4000 psiBatch Time:
11:53AM
Added Water:
10 Gals.Time Added:12:45PM
TimothyTarbutton6.75 in.
FIELD TEST DATA:Tested by:Time Sampled:12:55PMSlump:
Air Content:
Temperature - Air:93º FConcrete:94º F
2.80 % (P)
AverageAvg. Measured
Type
SampleTestTestBreakingCompr.BrkReview
MeasuredCross-Sectional
Cure
NoDateAgeTypby
Load,lbs
Str.,psi
Diameter in.Area in.-sq
10261207/07/20147Lab4.0012.563408027101VF
10261307/28/201428Lab4.0012.563833630502VF
10261407/28/201428Lab4.0012.563852830703VF
10261507/28/201428Lab4.0012.563340826603VF
10261608/25/201456Lab3.9912.504252834003VF
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 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 are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617.
Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39.
FIELD CURING CONDITIONS:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
X
Remarks:
Final Review By:
NOTE: LOW TEST RESULTS
VF
Print Date:08/26/2014
BR01