Summary for Test 2022-09-12-66-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 993869 DEA: 061E1904 EFIS: 0621000224 |
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DIST-CO-RTE-PM | 06-FRE,TUL-41,137,168-Var |
Award Date | 07/21/2022 |
Closeout Date | 02/26/2024 |
Work Description | BRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY. |
Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 06/06/2022) |
Sample Information
Sample Taken Date | 09/12/2022 | Sample Unique Key | 66 |
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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 | 09/14/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 21 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 | 943758 | Linked DIME Sample ID | 943758 |
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) | 1428611 |
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Batch number | 1428611 | Mix number | 1428611 |
Test Details
DIME Sample ID: 2022-09-12-66
DIME Test ID: 2022-09-12-66-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/16/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.258 in
Sample 1 Area: 0.1256 in^2
Sample 1 Ultimate Strength Actual: 413 lbs
Sample 1 percent elongation: 60.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 432.3 lbs
Sample 2 percent elongation: 66 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1237 in^2
Sample 3 Ultimate Strength Actual: 438.8 lbs
Sample 3 percent elongation: 68 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1239 in^2
Sample 4 Ultimate Strength Actual: 413.5 lbs
Sample 4 percent elongation: 52.63 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1242 in^2
Sample 5 Ultimate Strength Actual: 466.9 lbs
Sample 5 percent elongation: 72.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1242 in^2
Sample 6 Ultimate Strength Actual: 416.6 lbs
Sample 6 percent elongation: 63.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3288.2 psi
Sample 2 Ultimate strength : 3480.7 psi
Sample 3 Ultimate strength: 3547.3 psi
Sample 4 Ultimate strength: 3337.4 psi
Sample 5 Ultimate strength: 3759.3 psi
Sample 6 Ultimate strength : 3354.3 psi
Ultimate Strength Average: 3461 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2023 ✔