Tax 2011C-LR131126Houston
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:
816 South Coppell Road REPORT NO:
Coppell, Texas 75019
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
DATE SAMPLED:
REPORT DATE:
DC1315100
CTB3
II -19 -13
II -26 -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, WB lane, STA 52 +95
Results
Set Cyl. Date Age Diameter Height Area Maximum Compressive Meet
No. No. Tested (Days) (in) (in.) in Z Load (Ibs) Strength (psi) Spec.
1 946 11-26-13 7 4.00 4.58 12.57 11,600 925 N
947 11-26-13 7 4.00 4.58 12.57 15,890 1265 N
AVERAGE COMPRESSIVE STRENGTH.: 1095
* 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: Molahed Alfa r Aaron Pulpaneck, Laboratory/Quality Manager
Texas Firm Registration Number F- 000646
Martin J. Elliott, PE, Department Manager
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 Britten approval. Our letters and reports apply only to the
materials) tested and /or inspected and are not necessarily ° indicative of the �quahties of apparently identical or similar materia4s). This report mad not be repro&iced, except in
fill withnia the rnment of IM daenriatee Inr