Summary for Test 2024-03-05-24-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 994639 DEA: 032G5504 EFIS: 0321000238 |
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DIST-CO-RTE-PM | 03-BUT,COL,GLE-5,32,99,149,162-VAR |
Award Date | 06/13/2023 |
Closeout Date | Not set |
Work Description | PLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS. |
Location Description | BUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
Sample Taken Date | 03/05/2024 | Sample Unique Key | 24 |
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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 | 03/06/2024 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
The quantity of what the sample constitutes | 2 tankers | 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 | 000040KBP | Linked DIME Sample ID | 000040KBP |
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) | AZ4B00261 |
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Batch number | AZ4B00261 | Mix number | AZ4B00261 |
Test Details
DIME Sample ID: 2024-03-05-24
DIME Test ID: 2024-03-05-24-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-29
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 03/12/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1278 in^2
Sample 1 Ultimate Strength Actual: 387 lbs
Sample 1 percent elongation: 60 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1268 in^2
Sample 2 Ultimate Strength Actual: 397 lbs
Sample 2 percent elongation: 65.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.273 in
Sample 3 Area: 0.1324 in^2
Sample 3 Ultimate Strength Actual: 429 lbs
Sample 3 percent elongation: 69 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1307 in^2
Sample 4 Ultimate Strength Actual: 403 lbs
Sample 4 percent elongation: 64.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.27 in
Sample 5 Area: 0.1312 in^2
Sample 5 Ultimate Strength Actual: 422 lbs
Sample 5 percent elongation: 68.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1285 in^2
Sample 6 Ultimate Strength Actual: 402 lbs
Sample 6 percent elongation: 65.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3028.2 psi
Sample 2 Ultimate strength : 3130.9 psi
Sample 3 Ultimate strength: 3240.2 psi
Sample 4 Ultimate strength: 3083.4 psi
Sample 5 Ultimate strength: 3216.5 psi
Sample 6 Ultimate strength : 3128.4 psi
Ultimate Strength Average: 3138 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2024 ✔