Tax 2011C-LR131121Houston 8701 John W. Carpenter Freeway
Suite 250
Austin Dallas, TX 75247
Dallas 214.678.0227
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.: DC1315100
816 South Coppell Road REPORT NO: CTB I
Coppell, Texas 75019 DATE SAMPLED: 11 -14 -13
PROJECT. Tax 2011 Sandy Lake Road Pavement Repair
REPORT DATE: 11-21-13
Page I of I
Supplier. TXI Specified Strength @ 7 days: 300-700 psi
Mix ID: Cement Treated Base Nominal Cylinder Size (in.): 4.00 x 4.58
Mix Data Sup. By: Supplier Applicable ASTM Test Standards: D558, D 1632
Cylinders Made By: HVJ Associates, Inc.
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, W13 lane, STA 73 +75
AVERAGE COMPRESSIVE STRENGTH: 425
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Eric Vincent
Lab Technician: Aaron Pulpaneck
Aaron Pulpaneck, Laboratory/ ality Manager
Texas Firm
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 approval. Our letters and reports apply only, to the
maaerial(s) tested and /or inspected and ase not necessarily indicative of the qualities of apparently identical or similar material(s) This report ma) ° not be reproduced, except in
fall withrm,t the mncent of t-Wl Agga i�mnea Inv
Results
Set Cyl.
Date
Age
Diameter
Height
Area
Maximum
Compressive
Meet
No. No.
Tested
(Days)
(in. )
(in.)
in.2
Load (Ibs)
Strength (psi)
Spec.
1 938
11-21-13
7
4.00
4.58
12.57
4,950
395
Y
1 939
11-21-13
7
4.00
4.58
12.57
5,640
450
Y
AVERAGE COMPRESSIVE STRENGTH: 425
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Eric Vincent
Lab Technician: Aaron Pulpaneck
Aaron Pulpaneck, Laboratory/ ality Manager
Texas Firm
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 approval. Our letters and reports apply only, to the
maaerial(s) tested and /or inspected and ase not necessarily indicative of the qualities of apparently identical or similar material(s) This report ma) ° not be reproduced, except in
fall withrm,t the mncent of t-Wl Agga i�mnea Inv