Tax 2011C-LR131230Houston
8701 John W. Carpenter Freeway
Age Diameter
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
No. No.
214.678.0228
San Antonio
www.hvi.com
COMPRESSIVE STRENGTH OF MOLDED SOIL CEMENT CYLINDERS
ASTM D 1633 (A)
CLIENT. City of Coppell PROJECT NO:
816 South Coppell Road REPORT NO:
Coppell, Texas 75019 DATE SAMPLED:
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE:
DC1315100
CTB4
12 -20 -13
12 -30 -13
Page I of I
Set Cyl.
Date
Age Diameter
Height
Area
Maximum
Compressive
Results
Meet
No. No.
Tested
(Days) (in.)
(in.)
in?
Load (lbs)
Strength (psi)
Spec.
1 990
12 -27 -13
7 4.00
4.58
12.57
5,890
470
Y
1 991
12 -27 -1' 3
7 4.00
4.58
12.57
5,770
460
Y
AVERAGE COMPRESSIVE
STRENGTH:
465
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ- 08030000048
Field Technician: Aaron Pulpaneck _
Lab Technician: Moiahed Alfa r Aaron HPulpaneck, Laboratory/ uality Manager
Texas Firm Registration Number F U A
Martin J Elliott, partment Manager
Texas Firm Regis tion Number F- 000646
Our material(s)stc and tedrai and/or inspected aktd exclusive
re'not necessanl indicative of the qualities of apparend) identical prior a ritma approval Our letters and repca a apple only a the
similar material(s). This report ma not be reproduced, except in
Adl n7thnnt the ryaiarnr of HVI Avanriarrc Irvn-
I P Y