Summary for Test 2023-03-07-20-3
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 993401 DEA: 11430494 EFIS: 1118000262 |
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DIST-CO-RTE-PM | 11-IMP-8-R96.8 |
Award Date | 09/01/2022 |
Closeout Date | 02/28/2024 |
Work Description | REHABILITATE BRIDGE DECK, SLABS, BEARING PADS, JOINT SEALS & OVERLAY. |
Location Description | IMPERIAL COUNTY NEAR WINTERHAVEN AT COLORADO RIVER VIADUCT BRIDGE NO. 58-0312 L/R |
QA Service Level | 1 (Verified on 11/30/2021) |
Sample Information
Sample Taken Date | 03/07/2023 | Sample Unique Key | 20 |
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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 | 03/08/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 10 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 | 943768 | Linked DIME Sample ID | 943768 |
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) | 1458509 |
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Batch number | 1458509 | Mix number | 1458509 |
Test Details
DIME Sample ID: 2023-03-07-20
DIME Test ID: 2023-03-07-20-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-05-17
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/30/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1291 in^2
Sample 1 Ultimate Strength Actual: 397 lbs
Sample 1 percent elongation: 58.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1269 in^2
Sample 2 Ultimate Strength Actual: 397.1 lbs
Sample 2 percent elongation: 57.1 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1286 in^2
Sample 3 Ultimate Strength Actual: 390.41 lbs
Sample 3 percent elongation: 55.5 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1272 in^2
Sample 4 Ultimate Strength Actual: 396 lbs
Sample 4 percent elongation: 56.1 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.49 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1279 in^2
Sample 5 Ultimate Strength Actual: 392.8 lbs
Sample 5 percent elongation: 57.3 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.49 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1259 in^2
Sample 6 Ultimate Strength Actual: 402.6 lbs
Sample 6 percent elongation: 64.3 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3075.1 psi
Sample 2 Ultimate strength : 3129.2 psi
Sample 3 Ultimate strength: 3035.8 psi
Sample 4 Ultimate strength: 3113.2 psi
Sample 5 Ultimate strength: 3071.1 psi
Sample 6 Ultimate strength : 3197.8 psi
Ultimate Strength Average: 3104 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2023 ✔