Tax 2011C-LR140218Houston
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COMPRESSIVE STRENGTH OF MOLDED SOIL - CEMENT CYLINDERS
ASTM D 1633 (A)
CLIENT: City of Coppell PROJECT NO.: DC 1315100
816 South Coppell Road REPORT NO: CTB 19
Coppell, Texas 75019 DATE SAMPLED: 2 -10 -14
REPORT DATE: 2 -18 -14
PROJECT: Tax 2011 Sandy Lake Road Pavement Repair
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. Byr Supplier Applicable ASTM Test Standards: D558,131632
Cylinders Made By: HVJ Associates, Inc.
COMPRESSIVE STRENGTH TEST RESULTS
LOCATION: STA 6 +00, East bound lane
AVERAGE COMPRESSIVE STRENGTH: 325
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Mojahed Altar
Lab Technician: Mojahed Altar Aaron Pulpaneck, Laboratoryfc ality Manager
Texas Firm Ret<istration Number F- 000646
Martin ].,Elliott, PE,
Texas
piment Manager
Number F- 000646
Our letters and reports are for the exclusive use of the client. 'lire use of our name must receive our prior written approval. Our letters and reports apply only to the
material(s) tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar material(s) 'Phis report may not be reproduced, except in
60 withrmt the rnno-nt of HV I Avanriaree Inr
Results
Set Cyl.
Date
Age
Diameter
Height
Area
Maximum
Compressive
Meet
No. No.
Tested
(Days)
(in.)
(in.)
in .2)
Load (Ibs)
Strength (psi)
Spec.
1 233
2 -17 -14
7
4.00
4.58
12.57
3,990
320
Y
1 234
2 -17 -14
7
4.00
4.58
12.57
4,160
330
Y
AVERAGE COMPRESSIVE STRENGTH: 325
* Test results meet project specifications, except those marked.
Remarks: Cylinders were cured in accordance with ASTM D 1632
Compression machine HVJ - 08030000048
Field Technician: Mojahed Altar
Lab Technician: Mojahed Altar Aaron Pulpaneck, Laboratoryfc ality Manager
Texas Firm Ret<istration Number F- 000646
Martin ].,Elliott, PE,
Texas
piment Manager
Number F- 000646
Our letters and reports are for the exclusive use of the client. 'lire use of our name must receive our prior written approval. Our letters and reports apply only to the
material(s) tested and /or inspected and are not necessarily indicative of the qualities of apparently identical or similar material(s) 'Phis report may not be reproduced, except in
60 withrmt the rnno-nt of HV I Avanriaree Inr