Tax 2011C-LR140121Houston
8701 John W. Carpenter Freeway
Suite 250
Austin
Dallas, TX 75247
Dallas
214:678.0227
Set Cyl.
214.678.0228
San Antonio
www.hvj.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
CTB 11
1 -13 -14
1 -21 -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, D1632
Cylinders Made By. HVJ Associates, Inc.
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: Sandy Lake Road, West bound lane, STA 26 +00
* Test results meet project specifications, except those marked.
Remark : Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Moiahed Alfar
Lab Technician: Moiahed Alfa r Aaron Pulpaneck, LaboratorylQuality Manager
mater al(s) tested sted andfor of inspected d and
are not iimessaril.% indicative of the dualities of apparently identical or similar approval Our letters and reports apply only a the ths, Our letters and reports are for the exclusive use of the client. The use of our name must receive our prior vuc
-I r r material) s) 'I7ris report ma; not lie reproduced, except ur nr
Results
Set Cyl.
Date
Age Diameter
Height
Area
Maximum
Compressive
Meet
No. No.
Tested
(Days) (in.)
(in.)
in?
Load (Ibs)
Strength (psi)
Spec.
1 76
1 -20 -14
7 4.00
4.58
12.57
7,700
615
Y
1 77
1 -20 -14
7 4.00
4.58
12.57
8,820
700
Y
AVERAGE COMPRESSIVE STRENGTH:
660
* Test results meet project specifications, except those marked.
Remark : Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Moiahed Alfar
Lab Technician: Moiahed Alfa r Aaron Pulpaneck, LaboratorylQuality Manager
mater al(s) tested sted andfor of inspected d and
are not iimessaril.% indicative of the dualities of apparently identical or similar approval Our letters and reports apply only a the ths, Our letters and reports are for the exclusive use of the client. The use of our name must receive our prior vuc
-I r r material) s) 'I7ris report ma; not lie reproduced, except ur nr