Summary for Test 2024-05-16-63-3
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 | 05/16/2024 | Sample Unique Key | 63 |
|---|---|---|---|
| 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 | 05/17/2024 |
| 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 | 000065KBP | Linked DIME Sample ID | 000065KBP |
| 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) | AZ4E00680 |
|---|---|---|---|
| Batch number | AZ4E00680 | Mix number | AZ4E00680 |
Test Details
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DIME Sample ID: 2024-05-16-63
DIME Test ID: 2024-05-16-63-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-06-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Rachael Chavez
Date of test: 06/12/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.241 in
Sample 1 Area: 0.1174 in^2
Sample 1 Ultimate Strength Actual: 944.131 lbs
Sample 1 percent elongation: 21 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1196 in^2
Sample 2 Ultimate Strength Actual: 955.604 lbs
Sample 2 percent elongation: 21.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.244 in
Sample 3 Area: 0.1188 in^2
Sample 3 Ultimate Strength Actual: 952.182 lbs
Sample 3 percent elongation: 9.37 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.246 in
Sample 4 Area: 0.12 in^2
Sample 4 Ultimate Strength Actual: 960.84 lbs
Sample 4 percent elongation: 21.4 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1196 in^2
Sample 5 Ultimate Strength Actual: 958.235 lbs
Sample 5 percent elongation: 12.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.242 in
Sample 6 Area: 0.1181 in^2
Sample 6 Ultimate Strength Actual: 956.019 lbs
Sample 6 percent elongation: 16 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8042 psi
Sample 2 Ultimate strength : 7990 psi
Sample 3 Ultimate strength: 8015 psi
Sample 4 Ultimate strength: 8007 psi
Sample 5 Ultimate strength: 8012 psi
Sample 6 Ultimate strength : 8095 psi
Ultimate Strength Average: 8027 psi
Percent Elongation Average: 17 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 6/18/2024 ✔