Tax 2011C-LR131111PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE: 11-11-13
Page I of I
PROPERTIES OF FRESH CONCRETE SAMPLING DATA
Specification
II -13 -13
Field
Date Sampled
11 -6.13
Requirement
7
Measure
Time Sampled
9:13 AM
28
6,00
1 927
Yards Batched
10
Air Temp. (n > 50
Air Temp.
52
Time Batched
8:31 AM
Concrete Temp. (n < 95
Concrete Temp. (F*)
72
Truck No.
4856
Slump (in.) < 4
Slump (in.)
3 1/2
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
Specified Strength @ 28 days:
3600 psi
Mix ID: 8274
Nominal Cylinder Size (in.):
6x 12
Mix Data Sup. By: Supplier
Applicable ASTM Test Standards:
C31, C39, C 138„ C 143,
Cylinders Made By HVJ Associates, Inc.
C17Z C173, C1064, C232
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, East Bound #2 Lane, STA 97 +50 (See site map)
Results
Set Cyl. Date Age Diameter Area Maximum Compressive Type of Meet
No. No. Tested Days) (in.) in '2) Load (Ibs) Strength (psi) Fracture Spec, .
1 923 11-11-13 5 6.00 28.27 141,170 4990 2 N/A
1 924
II -13 -13
7
6.00
1 925
II -13 -13
7
6,00
1 926
12 -4-13
28
6,00
1 927
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
28,27
28.27
Aaron Pulpaneck, Laboratory/qu—i ity Manager
Texas Firm Reration Number F- 000646
Martin J,tElliott, P "partment Mana
Texas Firm Registration Number F- 000646
Our letters and reports are for the exclusive use of the client The use of our name must receive our prior written approtal Our letters and reports apply orol)r to Lire mate "al(s)
tested and/or inspected and are not necessarily indicative of the qualities of apparently identical or similar material( -) This report may not be reproduced, except in full, wsthout
the nin%mt of HVI Aaanriate% Inc