Summary for Test 2024-06-07-30-3
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 | 06/07/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2024 | 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 | 17076245467 | Laboratory sample identification | 000072KBP |
| Linked DIME Sample ID | 000072KBP | 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) | AZ4E00764 |
|---|---|---|---|
| Batch Number | AZ4E00764 | Mix number | AZ4E00764 |
Test Details
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DIME Sample ID: 2024-06-07-30
DIME Test ID: 2024-06-07-30-3
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: 06/11/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1232 in^2
Sample 1 Ultimate Strength Actual: 971.309 lbs
Sample 1 percent elongation: 24.9 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.489 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1242 in^2
Sample 2 Ultimate Strength Actual: 986.272 lbs
Sample 2 percent elongation: 29.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.489 in
Sample 3 Thickness: 0.258 in
Sample 3 Area: 0.1262 in^2
Sample 3 Ultimate Strength Actual: 997.232 lbs
Sample 3 percent elongation: 19.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.254 in
Sample 4 Area: 0.124 in^2
Sample 4 Ultimate Strength Actual: 984.312 lbs
Sample 4 percent elongation: 27.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.487 in
Sample 5 Thickness: 0.24 in
Sample 5 Area: 0.1169 in^2
Sample 5 Ultimate Strength Actual: 946.89 lbs
Sample 5 percent elongation: 27.4 %
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: 983.259 lbs
Sample 6 percent elongation: 24.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 7884 psi
Sample 2 Ultimate strength : 7941 psi
Sample 3 Ultimate strength: 7902 psi
Sample 4 Ultimate strength: 7938 psi
Sample 5 Ultimate strength: 8100 psi
Sample 6 Ultimate strength : 7981 psi
Ultimate Strength Average: 7958 psi
Percent Elongation Average: 26 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 7/23/2024 ✔