Tax 2011C-LR131114Houston
8701 John W. Carpenter Freeway
Field
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
Time Sampled
214.678.0228
San Antonio
www.hvj.com
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
CLIENT: City of Coppell PROJECT NO.: DC1315100
816 South Coppell Road REPORT NO: Cl
Coppell, Texas 75019 INSPECTION DATE: 11 -6 -13
REPORT DATE: 11-14-13
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
Field
Date Sampled
11 -6 -13
Requirement
Measure
Time Sampled
9:13 AM
Date
Age
Diameter
Yards Batched
10
Air Temp. > 50
Air Temp. (F)
52
Time Batched
8:31 AM
Concrete Temp. < 95
Concrete Temp. (F)
72
Truck No.
4856
Slump (in.) < 4
Slump (in.)
3 112
Ticket No.
1968823
Air Content by Vol. ( %) 3 - 6
Air Content by Vol. (%)
3.2
Yards Placed
10
Water /Cement Ratio
Water /Cement Ratio
-
Cylinders Molded
5
Supplier. TXI /131
150,910
5340
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
11 -13 -13
7
Nominal Cylinder Size (in.):
6 x 12
Mix Data Sup. By: Supplier
5 340
3
Applicable ASTM Test Standards:
C31. C39, C 138, C 143,
Cylinders Made By: HVJ Associates, Inc.
C172, C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, East Bound #2 Lane, STA 97 +50 (See site map)
926 12 -4 -13 28 6.00
927 12 -4-13 28 6.00
* Test results meet project specifications, except those marked.
Remarks: All tests passed
compression machine HVJ- 08030000048
Technician: Eric Vincent
28.27
28.27
Aaron Pulpaneck, Laboratory/Q10111iy Manager
Texas Rrm Reg ration Number F- 000646 '.
Martin . Elliott, PPion rtm &t Manager
Texas arm Regist Number F- 000646
Our letters and reports are for the exclusive use of the client. *Me use of P, ur nanie must receive our prior written approval Our ➢esters and reports apply only to ohe material('.)
tested and /or inspected and are not necessarily indicate a of the qualities of apparently identical or similar matenal(s) "This report may not be reproduced„ except in full, without
tht cnngent of fTV I A -wiat— ins
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
(Da s)
(in.)
in 2
Load (Ibs)
Strength (psi)
Fracture
Sec.
1 923
11-11-13
5
6.00
28.27
141,170
4990
2
N/A
1 924
11-13-13
7
6.00
28.27
150,910
5340
3
N/A
1 925
11 -13 -13
7
6.00
28.27
151,100
5 340
3
N/A
926 12 -4 -13 28 6.00
927 12 -4-13 28 6.00
* Test results meet project specifications, except those marked.
Remarks: All tests passed
compression machine HVJ- 08030000048
Technician: Eric Vincent
28.27
28.27
Aaron Pulpaneck, Laboratory/Q10111iy Manager
Texas Rrm Reg ration Number F- 000646 '.
Martin . Elliott, PPion rtm &t Manager
Texas arm Regist Number F- 000646
Our letters and reports are for the exclusive use of the client. *Me use of P, ur nanie must receive our prior written approval Our ➢esters and reports apply only to ohe material('.)
tested and /or inspected and are not necessarily indicate a of the qualities of apparently identical or similar matenal(s) "This report may not be reproduced„ except in full, without
tht cnngent of fTV I A -wiat— ins