Summary for Test 2022-07-05-50-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 994111 DEA: 061E2104 EFIS: 0621000226 |
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DIST-CO-RTE-PM | 06-FRE-5-8.0 |
Award Date | 09/13/2022 |
Closeout Date | 08/23/2023 |
Work Description | REPLACE JOINT SEALS, PREPARE AND PLACE POLYESTER CONCRETE OVERLAY. |
Location Description | FRESNO COUNTY NEAR AVENAL AT ARROYO PASAJERO BRIDGE |
QA Service Level | 1 (Verified on 07/14/2022) |
Sample Information
Sample Taken Date | 07/05/2022 | Sample Unique Key | 50 |
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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 | 07/07/2022 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 24 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 | 943756 | Linked DIME Sample ID | 943756 |
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) | 1415633 |
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Batch number | 1415633 | Mix number | 1415633 |
Test Details
DIME Sample ID: 2022-07-05-50
DIME Test ID: 2022-07-05-50-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-07-14
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/13/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.251 in
Sample 1 Thickness: 0.486 in
Sample 1 Area: 0.122 in^2
Sample 1 Ultimate Strength Actual: 472.7 lbs
Sample 1 percent elongation: 60.57 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.265 in
Sample 2 Thickness: 0.488 in
Sample 2 Area: 0.1293 in^2
Sample 2 Ultimate Strength Actual: 470.2 lbs
Sample 2 percent elongation: 48.84 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.255 in
Sample 3 Thickness: 0.488 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 456.3 lbs
Sample 3 percent elongation: 61.85 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.263 in
Sample 4 Thickness: 0.489 in
Sample 4 Area: 0.1286 in^2
Sample 4 Ultimate Strength Actual: 461.6 lbs
Sample 4 percent elongation: 58.67 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.257 in
Sample 5 Thickness: 0.489 in
Sample 5 Area: 0.1257 in^2
Sample 5 Ultimate Strength Actual: 447 lbs
Sample 5 percent elongation: 61.77 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3874.6 psi
Sample 2 Ultimate strength : 3636.5 psi
Sample 3 Ultimate strength: 3668 psi
Sample 4 Ultimate strength: 3589.4 psi
Sample 5 Ultimate strength: 3556.1 psi
Ultimate Strength Average: 3665 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's results.
Test was verified on 7/14/2023 ✔