Summary for Test 2023-04-27-58-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 994392 DEA: 043W5704 EFIS: 0421000389 |
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DIST-CO-RTE-PM | 04-SON-12,101,128-Var |
Award Date | 12/28/2022 |
Closeout Date | 12/08/2023 |
Work Description | POLYESTER CONCRETE OVERLAY. |
Location Description | SONOMA COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 01/13/2023) |
Sample Information
Sample Taken Date | 04/27/2023 | Sample Unique Key | 58 |
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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 | 04/28/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 Totes | From where was the sample collected | Source |
First name of sampler or witnessed by | Gilberto | Last name of sampler or witnessed by | Gonzalez |
Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 943773 | Linked DIME Sample ID | 943773 |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | 1468396 |
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Batch number | 1468396 | Mix number | 1468396 |
Test Details
DIME Sample ID: 2023-04-27-58
DIME Test ID: 2023-04-27-58-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-07-17
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/02/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.257 in
Sample 1 Area: 0.1254 in^2
Sample 1 Ultimate Strength Actual: 442.8 lbs
Sample 1 percent elongation: 64.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.124 in^2
Sample 2 Ultimate Strength Actual: 445.5 lbs
Sample 2 percent elongation: 67 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.122 in^2
Sample 3 Ultimate Strength Actual: 437.2 lbs
Sample 3 percent elongation: 48.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 432.6 lbs
Sample 4 percent elongation: 63.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.256 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 446.6 lbs
Sample 5 percent elongation: 61.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.251 in
Sample 6 Area: 0.1222 in^2
Sample 6 Ultimate Strength Actual: 435.9 lbs
Sample 6 percent elongation: 57.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3531.1 psi
Sample 2 Ultimate strength : 3592.7 psi
Sample 3 Ultimate strength: 3583.6 psi
Sample 4 Ultimate strength: 3575.2 psi
Sample 5 Ultimate strength: 3575.7 psi
Sample 6 Ultimate strength : 3567.1 psi
Ultimate Strength Average: 3571 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 7/17/2023 ✔