Summary for Test 2024-06-25-82-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 06/25/2024 | Sample Unique Key | 82 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/27/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 36 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 | 000084KBP |
| Linked DIME Sample ID | 000084KBP | 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) | AZ4F00954T |
|---|---|---|---|
| Batch Number | AZ4F00954T | Mix number | AZ4F00954T |
Test Details
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DIME Sample ID: 2024-06-25-82
DIME Test ID: 2024-06-25-82-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/01/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1261 in^2
Sample 1 Ultimate Strength Actual: 385.109 lbs
Sample 1 percent elongation: 68.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1247 in^2
Sample 2 Ultimate Strength Actual: 385.448 lbs
Sample 2 percent elongation: 70.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1266 in^2
Sample 3 Ultimate Strength Actual: 380.306 lbs
Sample 3 percent elongation: 68 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.486 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1264 in^2
Sample 4 Ultimate Strength Actual: 354.552 lbs
Sample 4 percent elongation: 60.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.262 in
Sample 5 Area: 0.1273 in^2
Sample 5 Ultimate Strength Actual: 356.567 lbs
Sample 5 percent elongation: 55.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.1283 in^2
Sample 6 Ultimate Strength Actual: 387.081 lbs
Sample 6 percent elongation: 69.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3054 psi
Sample 2 Ultimate strength : 3091 psi
Sample 3 Ultimate strength: 3004 psi
Sample 4 Ultimate strength: 2805 psi
Sample 5 Ultimate strength: 2801 psi
Sample 6 Ultimate strength : 3017 psi
Ultimate Strength Average: 2962 psi
Percent Elongation Average: 65 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 7/23/2024 ✔