Summary for Test 2024-07-09-98-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000235 DEA: 030N3804 EFIS: 0324000097 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-131 |
| Award Date | 10/18/2023 |
| Closeout Date | Not set |
| Work Description | Rutting Damage Restpration |
| Location Description | Hwy 80 |
| QA Service Level | 1 (Verified on 05/08/2024) |
Sample Information
| Sample Taken Date | 07/09/2024 | Sample Unique Key | 98 |
|---|---|---|---|
| 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 | 07/10/2024 |
| 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 | 7076245467 |
| Laboratory sample identification | 000085KBP | Linked DIME Sample ID | 000085KBP |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | AZ4F00970 |
|---|---|---|---|
| Batch number | AZ4F00970 | Mix number | AZ4F00970 |
Test Details
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DIME Sample ID: 2024-07-09-98
DIME Test ID: 2024-07-09-98-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-08-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 07/15/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1232 in^2
Sample 1 Ultimate Strength Actual: 1004.08 lbs
Sample 1 percent elongation: 12.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 1009.5 lbs
Sample 2 percent elongation: 28.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.122 in^2
Sample 3 Ultimate Strength Actual: 992.348 lbs
Sample 3 percent elongation: 31.4 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.252 in
Sample 4 Area: 0.123 in^2
Sample 4 Ultimate Strength Actual: 1001.84 lbs
Sample 4 percent elongation: 29.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.254 in
Sample 5 Area: 0.124 in^2
Sample 5 Ultimate Strength Actual: 1010.6 lbs
Sample 5 percent elongation: 26 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.254 in
Sample 6 Area: 0.124 in^2
Sample 6 Ultimate Strength Actual: 999.192 lbs
Sample 6 percent elongation: 29 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8150 psi
Sample 2 Ultimate strength : 8128 psi
Sample 3 Ultimate strength: 8134 psi
Sample 4 Ultimate strength: 8145 psi
Sample 5 Ultimate strength: 8150 psi
Sample 6 Ultimate strength : 8058 psi
Ultimate Strength Average: 8128 psi
Percent Elongation Average: 26 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 8/1/2024 ✔