Summary for Test 2024-07-15-60-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994536 DEA: 010L1504 EFIS: 0121000076 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36,96,101,299-VAR |
| Award Date | 04/21/2023 |
| Closeout Date | 03/20/2025 |
| Work Description | Project Name: 377 North Bridge 22/23 FY (Description of Work: POLYESTER CONCRETE OVERLAY, HMA, CONCRETE BRIDGE DECK SURFACE) |
| Location Description | HUMBOLDT COUNTY AT VARIOUS LOCATIONS (Bridge Numbers: 04-0197, 04-0094, 04-0234, 04-0236, 04-0036L, 04-0135) |
| QA Service Level | 1 (Verified on 04/11/2023) |
Sample Information
| Sample Taken Date | 07/15/2024 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/16/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 34 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 | 7076245467 | Laboratory sample identification | 000093KBP |
| Linked DIME Sample ID | 000093KBP | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ4G01019T |
|---|---|---|---|
| Batch Number | AZ4G01019T | Mix number | AZ4G01019T |
Test Details
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DIME Sample ID: 2024-07-15-60
DIME Test ID: 2024-07-15-60-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-10
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/19/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.267 in
Sample 1 Area: 0.1298 in^2
Sample 1 Ultimate Strength Actual: 408.091 lbs
Sample 1 percent elongation: 74.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.49 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1191 in^2
Sample 2 Ultimate Strength Actual: 384.098 lbs
Sample 2 percent elongation: 74.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1311 in^2
Sample 3 Ultimate Strength Actual: 412.178 lbs
Sample 3 percent elongation: 75.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1268 in^2
Sample 4 Ultimate Strength Actual: 375.455 lbs
Sample 4 percent elongation: 68.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.267 in
Sample 5 Area: 0.1298 in^2
Sample 5 Ultimate Strength Actual: 406.663 lbs
Sample 5 percent elongation: 74 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.273 in
Sample 6 Area: 0.1324 in^2
Sample 6 Ultimate Strength Actual: 370.72 lbs
Sample 6 percent elongation: 64.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3144 psi
Sample 2 Ultimate strength : 3225 psi
Sample 3 Ultimate strength: 3144 psi
Sample 4 Ultimate strength: 2961 psi
Sample 5 Ultimate strength: 3133 psi
Sample 6 Ultimate strength : 2800 psi
Ultimate Strength Average: 3068 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/10/2024 ✔