Tax 2011C-LR131204Houston
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: 12 -4 -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. (F' > 50
Air Temp. (F'
52
Time Batched
8:31 AM
Concrete Temp. (n < 95
Concrete Temp. (F)
72
Truck No.
4856
Slump Qn.) < 4
Slump (in.)
3 1/2
Ticket No.
1968823
Air Content b y 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
5340
3
Applicable ASTM Test Standards:
C31, C39, C 138, C143,
Cylinders Made By: HVJ Associates, Inc.
28
6.00
28.27
C174 C 173, C 1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, East Bound #2 Lane, STA 97 +50 (See site map)
Remarks: All tests passed
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laborato uality Manager
Texas Firm
Martin ]. lliott, PE,
Texas Firm Rel:istrl
Number
Number F -000646
Our letters and reports are for the exclusive use of the client. The use ofour name must receive our pnor written approval, Our Getters and reports apply only to the material(s)
tested and/or inspected and are not necessary indicative of the qualities of apparently identical or sandar material(s). This report may not be reproduced, except m full, without
thr rnnarnt of FTV I 1 aanrratra Inr
Results
Set Cyl.
Date
Age
Diameter
Area
Maximum
Compressive
Type of
Meet
No. No.
Tested
Days)
(in.)
in .21
Load (lbs)
Strength (psi)
Fracture
Spec.
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
2817
151,100
5340
3
N/A
1 926
12 -4 -13
28
6.00
28.27
172,560
6100
3
Y
1 927
12 -4-13
28
6.00
28.27
171,910
6080
3
Y
* Test results meet project specifications,
except those marked.
Remarks: All tests passed
compression machine HVJ - 08030000048
Technician: Eric Vincent
Aaron Pulpaneck, Laborato uality Manager
Texas Firm
Martin ]. lliott, PE,
Texas Firm Rel:istrl
Number
Number F -000646
Our letters and reports are for the exclusive use of the client. The use ofour name must receive our pnor written approval, Our Getters and reports apply only to the material(s)
tested and/or inspected and are not necessary indicative of the qualities of apparently identical or sandar material(s). This report may not be reproduced, except m full, without
thr rnnarnt of FTV I 1 aanrratra Inr
IASSOCIATES
K raqe ir
PROJECT:
PROJECT NO: le- SUBJECT:
CALC BY: F-\f DATE: CHKDBY: DATE: