Summary for Test 2021-09-20-25-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 215621 DEA: 010J8704 EFIS: 0119000117 |
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DIST-CO-RTE-PM | 01-MEN-101,271-VAR |
Award Date | 05/14/2021 |
Closeout Date | 10/20/2022 |
Work Description | PLACE HMA, POLYESTER CONCRETE OVERLAY AND COLD PLANE. |
Location Description | MENDOCINO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
Sample Taken Date | 09/20/2021 | Sample Unique Key | 25 |
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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 | 09/20/2021 |
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) | 1360547 |
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Batch number | 1360547 | Mix number | 1360547 |
Test Details
DIME Sample ID: 2021-09-20-25
DIME Test ID: 2021-09-20-25-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-09-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/29/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.248 in
Sample 1 Area: 0.1203 in^2
Sample 1 Ultimate Strength Actual: 426.897 lbs
Sample 1 percent elongation: 67.61 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 401.654 lbs
Sample 2 percent elongation: 62.12 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1213 in^2
Sample 3 Ultimate Strength Actual: 411.45 lbs
Sample 3 percent elongation: 65.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.251 in
Sample 4 Area: 0.122 in^2
Sample 4 Ultimate Strength Actual: 419.29 lbs
Sample 4 percent elongation: 66.02 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.1215 in^2
Sample 5 Ultimate Strength Actual: 424.12 lbs
Sample 5 percent elongation: 67.37 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1217 in^2
Sample 6 Ultimate Strength Actual: 432.035 lbs
Sample 6 percent elongation: 68.59 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3548.6 psi
Sample 2 Ultimate strength : 3247 psi
Sample 3 Ultimate strength: 3392 psi
Sample 4 Ultimate strength: 3436.8 psi
Sample 5 Ultimate strength: 3490.7 psi
Sample 6 Ultimate strength : 3550 psi
Ultimate Strength Average: 3444 psi
Percent Elongation Average: 66 %
General comments (publicly viewable) (Max 1000 characters): Accepted Based On Vendor Results.
Test was verified on 9/29/2021 ✔