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Testing Report for 2020-10-09-11-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 031G4804
EFIS: 0318000240
Project ID: 214799
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV,PLA,SIE-49,80-VAR
Work Description: REPLACE POLYESTER CONCRETE OVERLAY ON BRIDGES.
Location Description: NEVADA, PLACER, AND SIERRA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Carl Anderson
Structure Rep.: Carl Anderson

Sample Information

DIME Sample ID: 2020-10-09-11
TL Number from the TL Form: Sacramento Caltrans lab
Sample Submitted By Organization: Kwik Bond Polymers
Sample Organization Contact: 760-518-6064
Type of Sample: Quality Control
Type of Material: Polyester
Sample Taken Date: 10/9/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/9/2020
The quantity of what the sample constitutes: 2 tankers
A brief description of the sample: 1 gallon can
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Kwik Bond Polymers and Polynt

Material Information

Mfg. Lot Number(s): 1284119
Batch number: 1284119
Mix number: 1284119

Test Information

DIME Test ID: 2020-10-09-11-4
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 12/18/2020
Verified Date: 12/18/2020
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 5
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Ultimate strength: 6921.1 psi
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1217 in^2
Sample 1 Ultimate Strength Actual: 842.3 lbs
Sample 1 percent elongation: 13.4 %
Sample 1 Time: 1 MM:SS
Sample 2 Width: 0.482 in
Sample 2 Thickness: 0.263 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate strength : 6966.1 psi
Sample 2 Ultimate Strength Actual: 883.3 lbs
Sample 2 percent elongation: 19.4 %
Sample 2 Time: 1 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1198 in^2
Sample 3 Ultimate strength: 7015 psi
Sample 3 Ultimate Strength Actual: 840.4 lbs
Sample 3 percent elongation: 22.6 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1253 in^2
Sample 4 Ultimate strength: 6945.7 psi
Sample 4 Ultimate Strength Actual: 870.3 lbs
Sample 4 percent elongation: 18.9 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.263 in
Sample 5 Area: 0.1268 in^2
Sample 5 Ultimate strength: 7039.4 psi
Sample 5 Ultimate Strength Actual: 892.6 lbs
Sample 5 percent elongation: 14.6 %
Sample 5 Time: no data
Ultimate Strength Average: 6977 psi
Percent Elongation Average: 18 %