Tax 2011C-LR140109Houston
8701 John W. Carpenter Freeway
Suite 250
Austin
Dallas, TX 75247
Dallas
214.678.0227
214.678.0228
San Antonlo
www.hvl.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: CTB6
Coppell, Texas 75019
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
DATE SAMPLED: 1 -2 -14
REPORT DATE: 1 -9 -14
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 37 +50
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 1 1 -9 -14 7 4.00 4.58 12.57 6,550 520 Y
1 -9 -14 7 4.00 4.58 12.57 7,140 570
AVERAGE COMPRESSIVE STRENGTH:
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Juan Maldonado
Lab Technician: Moiahed Alfar
545
Aaron Pulpaneck, Laboratory/ ality Manager
Y
Texas Firm Registration Number F- 000646
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material(sj tested and /or inspected and are not necessari) indicative of the qualities of apparenth identical or similar material(s). This report may not be reproduced, except m
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