Summary for Test 2024-06-12-85-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994835 DEA: 032J9104 EFIS: 0322000136 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-25.5/27.3 |
| Award Date | 04/12/2024 |
| Closeout Date | 06/02/2025 |
| Work Description | POLYESTER CONC, REPLACE JOINT SEAL (ASPHALT RUBBER), CONCRETE BARRIER. |
| Location Description | NEVADA COUNTY NEAR FLORISTON FROM 1.9 MILES EAST OF HINTON ROAD TO TRUCKEE RIVER BRIDGE |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 06/12/2024 | Sample Unique Key | 85 |
|---|---|---|---|
| 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 | 06/13/2024 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / 9800 RESIN |
| The quantity of what the sample constitutes | 1 Tanker & 18 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 | 000075KBP | Linked DIME Sample ID | 000075KBP |
| 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) | AZ4F00847 |
|---|---|---|---|
| Batch number | AZ4F00847 | Mix number | AZ4F00847 |
Test Details
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DIME Sample ID: 2024-06-12-85
DIME Test ID: 2024-06-12-85-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/17/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.487 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1213 in^2
Sample 1 Ultimate Strength Actual: 1005.58 lbs
Sample 1 percent elongation: 10.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.251 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 1024.16 lbs
Sample 2 percent elongation: 21.7 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.255 in
Sample 3 Area: 0.1242 in^2
Sample 3 Ultimate Strength Actual: 1037.94 lbs
Sample 3 percent elongation: 18.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.487 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1213 in^2
Sample 4 Ultimate Strength Actual: 1014.19 lbs
Sample 4 percent elongation: 16.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1193 in^2
Sample 5 Ultimate Strength Actual: 1003.31 lbs
Sample 5 percent elongation: 22.2 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.487 in
Sample 6 Thickness: 0.244 in
Sample 6 Area: 0.1188 in^2
Sample 6 Ultimate Strength Actual: 996.138 lbs
Sample 6 percent elongation: 18.6 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8290 psi
Sample 2 Ultimate strength : 8381 psi
Sample 3 Ultimate strength: 8357 psi
Sample 4 Ultimate strength: 8361 psi
Sample 5 Ultimate strength: 8410 psi
Sample 6 Ultimate strength : 8385 psi
Ultimate Strength Average: 8364 psi
Percent Elongation Average: 18 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 7/23/2024 ✔