Summary for Test 2024-03-21-50-3
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 | 03/21/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 03/25/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 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 | 17076245467 |
| Laboratory sample identification | 000047KBP | Linked DIME Sample ID | 000047KBP |
| 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) | AZ4C00355T |
|---|---|---|---|
| Batch number | AZ4C00355T | Mix number | AZ4C00355T |
Test Details
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DIME Sample ID: 2024-03-21-50
DIME Test ID: 2024-03-21-50-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/01/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1217 in^2
Sample 1 Ultimate Strength Actual: 963 lbs
Sample 1 percent elongation: 29 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1244 in^2
Sample 2 Ultimate Strength Actual: 1003 lbs
Sample 2 percent elongation: 29 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1263 in^2
Sample 3 Ultimate Strength Actual: 1007 lbs
Sample 3 percent elongation: 17 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1251 in^2
Sample 4 Ultimate Strength Actual: 990 lbs
Sample 4 percent elongation: 30 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1232 in^2
Sample 5 Ultimate Strength Actual: 975 lbs
Sample 5 percent elongation: 20 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 1050 lbs
Sample 6 percent elongation: 18 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7912.9 psi
Sample 2 Ultimate strength : 8062.7 psi
Sample 3 Ultimate strength: 7973.1 psi
Sample 4 Ultimate strength: 7913.7 psi
Sample 5 Ultimate strength: 7914 psi
Sample 6 Ultimate strength : 8522.7 psi
Ultimate Strength Average: 8050 psi
Percent Elongation Average: 24 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 5/13/2024 ✔