Summary for Test 2024-06-10-69-3
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 | 06/10/2024 | Sample Unique Key | 69 |
|---|---|---|---|
| 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 | 06/11/2024 |
| 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 | 000073KBP | Linked DIME Sample ID | 000073KBP |
| 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) | AZ4E00765 |
|---|---|---|---|
| Batch number | AZ4E00765 | Mix number | AZ4E00765 |
Test Details
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DIME Sample ID: 2024-06-10-69
DIME Test ID: 2024-06-10-69-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/13/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1271 in^2
Sample 1 Ultimate Strength Actual: 1043.36 lbs
Sample 1 percent elongation: 23.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1249 in^2
Sample 2 Ultimate Strength Actual: 1035.42 lbs
Sample 2 percent elongation: 23.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.488 in
Sample 3 Thickness: 0.262 in
Sample 3 Area: 0.1279 in^2
Sample 3 Ultimate Strength Actual: 1053.9 lbs
Sample 3 percent elongation: 29.5 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.489 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1276 in^2
Sample 4 Ultimate Strength Actual: 1052.83 lbs
Sample 4 percent elongation: 20.2 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1244 in^2
Sample 5 Ultimate Strength Actual: 1034.63 lbs
Sample 5 percent elongation: 27.5 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.262 in
Sample 6 Area: 0.1279 in^2
Sample 6 Ultimate Strength Actual: 1058.12 lbs
Sample 6 percent elongation: 22 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8209 psi
Sample 2 Ultimate strength : 8290 psi
Sample 3 Ultimate strength: 8240 psi
Sample 4 Ultimate strength: 8251 psi
Sample 5 Ultimate strength: 8317 psi
Sample 6 Ultimate strength : 8273 psi
Ultimate Strength Average: 8263 psi
Percent Elongation Average: 24 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 7/18/2024 ✔