Coppell_E-Care-LR140801
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
08/01/2014
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
18, 18, 19, 20, 22
NOTE: LOW TEST RESULTS REPORTS 18, 19
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 1 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.
Mortar Cubes 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]
06/27/2014
Design Strength:
1800 psi
Project:Coppell E-Care
Report No.:
18
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:mortar for the second course of the south and west sides of the building Exterior Wall
Concrete Supplier:On-SiteTruck No:0Ticket No:o
Mix Designation:MortarMix Strength:1800 psiBatch Time:
08:00AM
Added Water:
Time Added:Unit Wt.:
NadyShehata
FIELD TEST DATA:Tested by:Time Sampled:09:00AMSlump:
Air Content:
Temperature - Air:88º FConcrete:
TypeArea
SampleTestTestBreakingBrkReview
Each Edge
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/25/2014
10250928Lab
07/25/2014
10251028Lab
07/25/2014
10251128Lab2.004.002272570VF
Sampling, cube molding, and laboratory curing in accordance with (iaw) ASTM C780. Compressive strength test iaw ASTM C109 and C780.
FIELD CURING CONDITIONS:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
NOTE: LOW TEST RESULTS
VF
Print Date:08/01/2014
BR01
Mortar Cubes 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]
06/27/2014
Design Strength:
1800 psi
Project:Coppell E-Care
Report No.:
18
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:mortar for the second course of the south and west sides of the building Exterior Wall
Concrete Supplier:On-SiteTruck No:0Ticket No:o
Mix Designation:MortarMix Strength:1800 psiBatch Time:
08:00AM
Added Water:
Time Added:Unit Wt.:
NadyShehata
FIELD TEST DATA:Tested by:Time Sampled:09:00AMSlump:
Air Content:
Temperature - Air:88º FConcrete:
TypeArea
SampleTestTestBreakingBrkReview
Each Edge
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/25/2014
10250928Lab2.004.001760440VF
07/25/2014
10251028Lab2.004.001152290VF
07/25/2014
10251128Lab2.004.002272570VF
Sampling, cube molding, and laboratory curing in accordance with (iaw) ASTM C780. Compressive strength test iaw ASTM C109 and C780.
FIELD CURING CONDITIONS:
InsulatedCooledIce
Curing Box
X
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
VF
Print Date:08/01/2014
BR01
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:10:15AMUnit Wt.:
TimothyTarbutton6.50 in.
FIELD TEST DATA:Tested by:Time Sampled:10:20AMSlump:
Air Content:
Temperature - Air:85º FConcrete:90º F
2.90 % (P)
TypeArea
SampleTestTestBreakingBrkReview
Diameter
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/07/2014
1026077Lab4.0012.563619228802VF
07/28/2014
10260828Lab4.0012.564428835203VF
07/28/2014
10260928Lab3.9912.504329634602VF
07/28/2014
10261028Lab4.0012.564460835503VF
08/25/2014
10261156Lab
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:08/01/2014
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:12:45PMUnit Wt.:
TimothyTarbutton6.75 in.
FIELD TEST DATA:Tested by:Time Sampled:12:55PMSlump:
Air Content:
Temperature - Air:93º FConcrete:94º F
2.80 % (P)
TypeArea
SampleTestTestBreakingBrkReview
Diameter
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/07/2014
1026127Lab4.0012.563408027101VF
07/28/2014
10261328Lab4.0012.563833630502VF
07/28/2014
10261428Lab4.0012.563852830703VF
07/28/2014
10261528Lab4.0012.563340826603VF
08/25/2014
10261656Lab
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:
VF
Print Date:08/01/2014
BR01
Mortar Cubes 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]
07/02/2014
Design Strength:
1800 psi
Project:Coppell E-Care
Report No.:
22
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:Mortar for the second course of the North and East
Concrete Supplier:On-SiteTruck No:0Ticket No:0
Mix Designation:Type NMix Strength:1800 psiBatch Time:
07:20AM
Added Water:
Time Added:Unit Wt.:
NadyShehata
FIELD TEST DATA:Tested by:Time Sampled:08:15AMSlump:
Air Content:
Temperature - Air:82º FConcrete:
TypeArea
SampleTestTestBreakingBrkReview
Each Edge
Compr.
CureIn.In.²
NoDateAgeTypby
Load,lbsStr.,psi
07/30/2014
10283928Lab2.004.001600400VF
07/30/2014
10284028Lab2.004.001440360VF
07/30/2014
10284128Lab2.004.002624660VF
Sampling, cube molding, and laboratory curing in accordance with (iaw) ASTM C780. Compressive strength test iaw ASTM C109 and C780.
FIELD CURING CONDITIONS:
XInsulatedCooledIce
Curing Box
No Curing BoxHeatedCapsOther
Remarks:
Final Review By:
VF
Print Date:08/01/2014
BR01