Summary for Test 2024-09-23-56-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000080 DEA: 061F2004 EFIS: 0622000190 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-R32.8,R40.0 |
| Award Date | 04/05/2024 |
| Closeout Date | 01/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, EPOXY INJECTION, AND JOINT SEAL. |
| Location Description | TULARE COUNTY NEAR SPRINGVILLE AT NORTH FORK TULE RIVER BRIDGE AND AT NORTH FORK MIDDLE FORK TULE RIVER BRIDGE |
| QA Service Level | 1 (Verified on 01/29/2024) |
Sample Information
| Sample Taken Date | 09/23/2024 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 09/24/2024 |
| 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 | 000130KBP | Linked DIME Sample ID | 000130KBP |
| 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) | AZ4I01450T |
|---|---|---|---|
| Batch number | AZ4I01450T | Mix number | AZ4I01450T |
Test Details
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DIME Sample ID: 2024-09-23-56
DIME Test ID: 2024-09-23-56-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-10-04
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/26/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 308.4 lbs
Sample 1 percent elongation: 55.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1251 in^2
Sample 2 Ultimate Strength Actual: 357.3 lbs
Sample 2 percent elongation: 70.9 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.486 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1298 in^2
Sample 3 Ultimate Strength Actual: 374.1 lbs
Sample 3 percent elongation: 73.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1215 in^2
Sample 4 Ultimate Strength Actual: 367.5 lbs
Sample 4 percent elongation: 76.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.268 in
Sample 5 Area: 0.1302 in^2
Sample 5 Ultimate Strength Actual: 357.9 lbs
Sample 5 percent elongation: 69.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.265 in
Sample 6 Area: 0.1288 in^2
Sample 6 Ultimate Strength Actual: 385.2 lbs
Sample 6 percent elongation: 77 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2548.8 psi
Sample 2 Ultimate strength : 2856.1 psi
Sample 3 Ultimate strength: 2882.1 psi
Sample 4 Ultimate strength: 3024.7 psi
Sample 5 Ultimate strength: 2748.8 psi
Sample 6 Ultimate strength : 2990.7 psi
Ultimate Strength Average: 2842 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 10/4/2024 ✔