Summary for Test 2024-06-21-47-3
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 | 03/20/2025 |
| Work Description | Rutting Damage Restpration |
| Location Description | Hwy 80 |
| QA Service Level | 1 (Verified on 05/08/2024) |
Sample Information
| Sample Taken Date | 06/21/2024 | Sample Unique Key | 47 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/24/2024 | 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 | 000082KBP |
| Linked DIME Sample ID | 000082KBP | 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) | AZ400935 |
|---|---|---|---|
| Batch Number | AZ4F00935 | Mix number | AZ4F00935 |
Test Details
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DIME Sample ID: 2024-06-21-47
DIME Test ID: 2024-06-21-47-3
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: 06/26/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1222 in^2
Sample 1 Ultimate Strength Actual: 1038.7 lbs
Sample 1 percent elongation: 16.4 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.257 in
Sample 2 Area: 0.1252 in^2
Sample 2 Ultimate Strength Actual: 1052.93 lbs
Sample 2 percent elongation: 14 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.261 in
Sample 3 Area: 0.1271 in^2
Sample 3 Ultimate Strength Actual: 1059.89 lbs
Sample 3 percent elongation: 12.1 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1264 in^2
Sample 4 Ultimate Strength Actual: 1058.22 lbs
Sample 4 percent elongation: 13.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1208 in^2
Sample 5 Ultimate Strength Actual: 1017.14 lbs
Sample 5 percent elongation: 14.4 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1232 in^2
Sample 6 Ultimate Strength Actual: 1033.89 lbs
Sample 6 percent elongation: 18.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8500 psi
Sample 2 Ultimate strength : 8410 psi
Sample 3 Ultimate strength: 8339 psi
Sample 4 Ultimate strength: 8372 psi
Sample 5 Ultimate strength: 8420 psi
Sample 6 Ultimate strength : 8392 psi
Ultimate Strength Average: 8406 psi
Percent Elongation Average: 15 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 8/1/2024 ✔