Summary for Test 2024-09-16-66-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995485 DEA: 031H1304 EFIS: 0316000059 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC-12-0/0.7 |
| Award Date | 03/29/2024 |
| Closeout Date | 05/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING. |
| Location Description | SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160 |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 09/16/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2024 | 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 | 7076245467 | Laboratory sample identification | 000126KBP |
| Linked DIME Sample ID | 000126KBP | 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) | AZ4I01397 |
|---|---|---|---|
| Batch Number | AZ4I01397 | Mix number | AZ4I01397 |
Test Details
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DIME Sample ID: 2024-09-16-66
DIME Test ID: 2024-09-16-66-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-30
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 09/20/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1261 in^2
Sample 1 Ultimate Strength Actual: 358.881 lbs
Sample 1 percent elongation: 70.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.261 in
Sample 2 Area: 0.1266 in^2
Sample 2 Ultimate Strength Actual: 361.696 lbs
Sample 2 percent elongation: 71 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.485 in
Sample 3 Thickness: 0.266 in
Sample 3 Area: 0.129 in^2
Sample 3 Ultimate Strength Actual: 410.865 lbs
Sample 3 percent elongation: 80.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.485 in
Sample 4 Thickness: 0.26 in
Sample 4 Area: 0.1261 in^2
Sample 4 Ultimate Strength Actual: 380.696 lbs
Sample 4 percent elongation: 75.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1249 in^2
Sample 5 Ultimate Strength Actual: 353.092 lbs
Sample 5 percent elongation: 69.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.486 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1273 in^2
Sample 6 Ultimate Strength Actual: 344.219 lbs
Sample 6 percent elongation: 66.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2846 psi
Sample 2 Ultimate strength : 2857 psi
Sample 3 Ultimate strength: 3185 psi
Sample 4 Ultimate strength: 3019 psi
Sample 5 Ultimate strength: 2827 psi
Sample 6 Ultimate strength : 2704 psi
Ultimate Strength Average: 2906 psi
Percent Elongation Average: 72 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/30/2024 ✔