Summary for Test 2023-10-03-56-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-0/16.5 |
| Award Date | 08/11/2023 |
| Closeout Date | 04/09/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 10/03/2023 | 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 | 10/04/2023 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 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 | 000021KBP | Linked DIME Sample ID | 000021KBP |
| 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) | 1492792 |
|---|---|---|---|
| Batch number | 1492792 | Mix number | 1492792 |
Test Details
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DIME Sample ID: 2023-10-03-56
DIME Test ID: 2023-10-03-56-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-11-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 10/06/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1271 in^2
Sample 1 Ultimate Strength Actual: 1064.84 lbs
Sample 1 percent elongation: 22.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1247 in^2
Sample 2 Ultimate Strength Actual: 1045.98 lbs
Sample 2 percent elongation: 22.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.124 in^2
Sample 3 Ultimate Strength Actual: 1023.25 lbs
Sample 3 percent elongation: 17 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.255 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 1026.18 lbs
Sample 4 percent elongation: 19.5 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1237 in^2
Sample 5 Ultimate Strength Actual: 1027.82 lbs
Sample 5 percent elongation: 18.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.264 in
Sample 6 Area: 0.1291 in^2
Sample 6 Ultimate Strength Actual: 1065.33 lbs
Sample 6 percent elongation: 17.2 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8378 psi
Sample 2 Ultimate strength : 8388 psi
Sample 3 Ultimate strength: 8252 psi
Sample 4 Ultimate strength: 8249 psi
Sample 5 Ultimate strength: 8309 psi
Sample 6 Ultimate strength : 8252 psi
Ultimate Strength Average: 8305 psi
Percent Elongation Average: 19 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 11/13/2023 ✔