Summary for Test 2023-11-02-38-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 995100 DEA: 030L2604 EFIS: 0324000072 |
|---|---|
| DIST-CO-RTE-PM | 03--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 11/02/2023 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 11/03/2023 |
| 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 | 17076245467 |
| Laboratory sample identification | 000032KBP | Linked DIME Sample ID | 000032KBP |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ3J00123 |
|---|---|---|---|
| Batch number | AZ3J00123 | Mix number | AZ3J00123 |
Test Details
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DIME Sample ID: 2023-11-02-38
DIME Test ID: 2023-11-02-38-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-03-21
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 11/07/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1235 in^2
Sample 1 Ultimate Strength Actual: 1045.06 lbs
Sample 1 percent elongation: 20.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.486 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.122 in^2
Sample 2 Ultimate Strength Actual: 1034.56 lbs
Sample 2 percent elongation: 17.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 1065.51 lbs
Sample 3 percent elongation: 21 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.49 in
Sample 4 Thickness: 0.245 in
Sample 4 Area: 0.1201 in^2
Sample 4 Ultimate Strength Actual: 1024.21 lbs
Sample 4 percent elongation: 20 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.489 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.1223 in^2
Sample 5 Ultimate Strength Actual: 1039.31 lbs
Sample 5 percent elongation: 17.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.489 in
Sample 6 Thickness: 0.249 in
Sample 6 Area: 0.1218 in^2
Sample 6 Ultimate Strength Actual: 1039.93 lbs
Sample 6 percent elongation: 17.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8462 psi
Sample 2 Ultimate strength : 8480 psi
Sample 3 Ultimate strength: 8443 psi
Sample 4 Ultimate strength: 8528 psi
Sample 5 Ultimate strength: 8498 psi
Sample 6 Ultimate strength : 8538 psi
Ultimate Strength Average: 8492 psi
Percent Elongation Average: 19 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 3/21/2024 ✔