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Testing Report for 2021-09-20-3-3

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

Project Information

DEA: 081K6804
EFIS:
Project ID: 215586
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-210,330-Varies
Work Description: FURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location Description: SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-09-20-3
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: 9/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 9/20/2021
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): 1360263
Batch number: 1360263
Mix number: 1360263

Test Information

DIME Test ID: 2021-09-20-3-3
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Date Tested: 9/29/2021
Verified Date: 9/29/2021
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: Accepted Based On Vendor Results.
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 6
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Ultimate strength: 3688.3 psi
Sample 1 Thickness: 0.239 in
Sample 1 Area: 0.1159 in^2
Sample 1 Ultimate Strength Actual: 427.474 lbs
Sample 1 percent elongation: 65.25 %
Sample 1 Time: no data
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.234 in
Sample 2 Area: 0.1135 in^2
Sample 2 Ultimate strength : 3708.8 psi
Sample 2 Ultimate Strength Actual: 420.949 lbs
Sample 2 percent elongation: 66.25 %
Sample 2 Time: no data
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.234 in
Sample 3 Area: 0.1135 in^2
Sample 3 Ultimate strength: 3517.8 psi
Sample 3 Ultimate Strength Actual: 399.27 lbs
Sample 3 percent elongation: 61.4 %
Sample 3 Time: no data
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.24 in
Sample 4 Area: 0.1166 in^2
Sample 4 Ultimate strength: 3310 psi
Sample 4 Ultimate Strength Actual: 385.946 lbs
Sample 4 percent elongation: 55.98 %
Sample 4 Time: no data
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1166 in^2
Sample 5 Ultimate strength: 3389.9 psi
Sample 5 Ultimate Strength Actual: 395.262 lbs
Sample 5 percent elongation: 49.53 %
Sample 5 Time: no data
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.247 in
Sample 6 Area: 0.1198 in^2
Sample 6 Ultimate strength : 3417.8 psi
Sample 6 Ultimate Strength Actual: 409.452 lbs
Sample 6 percent elongation: 61.61 %
Sample 6 Time: no data
Ultimate Strength Average: 3505 psi
Percent Elongation Average: 60 %