Summary for Test 2020-10-23-7-4
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214734 DEA: 060X1804 EFIS: 0618000183 |
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DIST-CO-RTE-PM | 06-KER-5,43,58,99,119-Var |
Award Date | 04/15/2020 |
Closeout Date | 11/23/2021 |
Work Description | POLYESTER CONCRETE, METHACRYLATE, JOINT SEALS, AND SPALL REPAIR. |
Location Description | KERN COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 10/23/2020 | Sample Unique Key | 7 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/23/2020 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1287857 |
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Batch number | 1287857 | Mix number | 1287857 |
Test Details
DIME Sample ID: 2020-10-23-7
DIME Test ID: 2020-10-23-7-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Spencer Adams
Date of test: 12/18/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.49 in
Sample 1 Thickness: 0.238 in
Sample 1 Area: 0.1166 in^2
Sample 1 Ultimate Strength Actual: 403.4 lbs
Sample 1 percent elongation: 51.1 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.123 in^2
Sample 2 Ultimate Strength Actual: 424.3 lbs
Sample 2 percent elongation: 40.7 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.49 in
Sample 3 Thickness: 0.241 in
Sample 3 Area: 0.1181 in^2
Sample 3 Ultimate Strength Actual: 408.8 lbs
Sample 3 percent elongation: 53.7 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.244 in
Sample 4 Area: 0.1198 in^2
Sample 4 Ultimate Strength Actual: 409.8 lbs
Sample 4 percent elongation: 57.5 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.491 in
Sample 5 Thickness: 0.238 in
Sample 5 Area: 0.1169 in^2
Sample 5 Ultimate Strength Actual: 396.3 lbs
Sample 5 percent elongation: 57.2 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.491 in
Sample 6 Thickness: 0.244 in
Sample 6 Area: 0.1198 in^2
Sample 6 Ultimate Strength Actual: 398 lbs
Sample 6 percent elongation: 58.5 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3459.7 psi
Sample 2 Ultimate strength : 3449.6 psi
Sample 3 Ultimate strength: 3461.5 psi
Sample 4 Ultimate strength: 3420.7 psi
Sample 5 Ultimate strength: 3390.1 psi
Sample 6 Ultimate strength : 3322.2 psi
Ultimate Strength Average: 3417 psi
Percent Elongation Average: 53 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/18/2020 ✔