Summary for Test 2024-10-14-50-1
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000713 DEA: 030L2504 EFIS: 0324000071 |
|---|---|
| DIST-CO-RTE-PM | 03--- |
| Award Date | 08/11/2023 |
| Closeout Date | 03/20/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/15/2024) |
Sample Information
| Sample Taken Date | 10/14/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/15/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / 9800 RESIN | The quantity of what the sample constitutes | 17 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 | 000140KBP |
| Linked DIME Sample ID | 000140KBP | 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) | AZ4J01572T |
|---|---|---|---|
| Batch Number | AZ4J01572T | Mix number | AZ4J01572T |
Test Details
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DIME Sample ID: 2024-10-14-50
DIME Test ID: 2024-10-14-50-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-12-26
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/17/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1227 in^2
Sample 1 Ultimate Strength Actual: 1021.72 lbs
Sample 1 percent elongation: 13.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.247 in
Sample 2 Area: 0.1203 in^2
Sample 2 Ultimate Strength Actual: 1017.14 lbs
Sample 2 percent elongation: 15.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 1029.99 lbs
Sample 3 percent elongation: 15.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.1237 in^2
Sample 4 Ultimate Strength Actual: 1029.31 lbs
Sample 4 percent elongation: 18 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.486 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 1026.14 lbs
Sample 5 percent elongation: 16.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.257 in
Sample 6 Area: 0.1252 in^2
Sample 6 Ultimate Strength Actual: 1036.28 lbs
Sample 6 percent elongation: 23.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8327 psi
Sample 2 Ultimate strength : 8455 psi
Sample 3 Ultimate strength: 8293 psi
Sample 4 Ultimate strength: 8321 psi
Sample 5 Ultimate strength: 8282 psi
Sample 6 Ultimate strength : 8277 psi
Ultimate Strength Average: 8326 psi
Percent Elongation Average: 17 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 12/26/2024 ✔