Tax 2012C-LR131226Houston
8701 John W. Carpenter Freeway
REPORT NO:
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Results
214.678.0228
San Antonio
www.hvi.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell
816 South Coppell Road
Coppell, Texas 75019
PROJECT: Southern Belle Drive Reconstruction
PROJECT NO.:
DC1315060
REPORT NO:
Cl
INSPECTION DATE:
12 -19 -13
REPORT DATE:
12 -27 -13
Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Inlet bottom at intersection of Southern Belle and Carolina
Specification
Field
Date Sampled
12 -19 -13
Requirement
Results
Measure
Time Sampled
250 PM
Diameter
Area
Maximum
Compressive
Yards Batched
Meet
Air Temp. (F'
>50
Air Temp. (F°)
72
Time Batched
2:09 PM
Concrete Temp. (F'
<95
Concrete Temp. (F °)
74
Truck No.
4854
Slump (in.)
<5
Slump (in.)
3
Ticket No.
2028447
Air Content by Vol. ( %)
3 -6%
Air Content by Vol. ( %)
4.0
Yards Placed
8
Water /Cement Ratio
3
Water /Cement Ratio
-
Cylinders Molded
4
Supplier:
TXI #141
Specified Strength @ 28 days:
3000 psi
Mix ID:
8272
28
6.00
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By:
Test results meet project specifications,
Applicable ASTM Test Standards:
C31, C39, C138, C143,.
Cylinders Made By:
HVJ Associates, Inc.
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Inlet bottom at intersection of Southern Belle and Carolina
Remarks: Lek a message on Keith Marvin's voicemail informing him of all test results,
compression machine HVJ - 08030000048
Technician: Juan Maldonado
Aaron Pulpaneck, Laborat /Quality Manager
Texas Firm
Martin J Iliott, PE,
Texas Firm Registr
Number F- 000646
umber F- 000646
[ ur letters and reports are for the esclwive use of the (Bent '111C use of ouu ttame M 11%t receive our poor vi, ¢itten approval, Our letters and reports apply only to the niaterial(s)
tested and/or inspected and are not necessaoly indicative of the quahtirw of apparently identical or similar material(s) This report may not be reprodur cd, except in full, without
Oki, rnmvrnt of; FV1 Acanriatry hw
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Days)
(in.)
in!
Load (Ibs)
Strength (psi)
Fracture
Spec.
1 1016
12 -26 -13
7
6.00
28.27
101,760
3600
3
N/A
1 1017
12 -26 -13
7
6.00
28.27
104,700
3700
3
N/A
1 1'' 018
1 -16 -14
28
6.00
28,27
1 1019
1 -16 -14
28
6.00
28.27
Test results meet project specifications,
except those marked.
Remarks: Lek a message on Keith Marvin's voicemail informing him of all test results,
compression machine HVJ - 08030000048
Technician: Juan Maldonado
Aaron Pulpaneck, Laborat /Quality Manager
Texas Firm
Martin J Iliott, PE,
Texas Firm Registr
Number F- 000646
umber F- 000646
[ ur letters and reports are for the esclwive use of the (Bent '111C use of ouu ttame M 11%t receive our poor vi, ¢itten approval, Our letters and reports apply only to the niaterial(s)
tested and/or inspected and are not necessaoly indicative of the quahtirw of apparently identical or similar material(s) This report may not be reprodur cd, except in full, without
Oki, rnmvrnt of; FV1 Acanriatry hw