Summary for Test 2020-02-24-25-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213931 DEA: 081J1304 EFIS: 0817000209 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10,15,210,18,138-VAR |
| Award Date | 04/25/2019 |
| Closeout Date | 09/02/2020 |
| Work Description | Replace joint seal, resurface bridge deck, install bridge mounted sign |
| Location Description | In SB County at various locations |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/24/2020 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 02/24/2020 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
| First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
| Title of sampler | Technical Director | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Reichhold | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1234811 |
|---|---|---|---|
| Batch number | 1234811 | Mix number | 1234811 |
Test Details
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DIME Sample ID: 2020-02-24-25
DIME Test ID: 2020-02-24-25-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-03-25
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 03/25/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.1304 in^2
Sample 1 Ultimate Strength Actual: 389.9 lbs
Sample 1 percent elongation: 59.6 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.269 in
Sample 2 Area: 0.1323 in^2
Sample 2 Ultimate Strength Actual: 440.6 lbs
Sample 2 percent elongation: 70.3 %
Sample 2 Time: 5 MM:SS
Sample 3 Width: 0.491 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1247 in^2
Sample 3 Ultimate Strength Actual: 380.9 lbs
Sample 3 percent elongation: 57.5 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.491 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1223 in^2
Sample 4 Ultimate Strength Actual: 357 lbs
Sample 4 percent elongation: 48.8 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.122 in^2
Sample 5 Ultimate Strength Actual: 357 lbs
Sample 5 percent elongation: 55.1 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.493 in
Sample 6 Thickness: 0.259 in
Sample 6 Area: 0.1277 in^2
Sample 6 Ultimate Strength Actual: 406 lbs
Sample 6 percent elongation: 62.8 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2990 psi
Sample 2 Ultimate strength : 3330.3 psi
Sample 3 Ultimate strength: 3054.5 psi
Sample 4 Ultimate strength: 2919.1 psi
Sample 5 Ultimate strength: 2926.2 psi
Sample 6 Ultimate strength : 3179.3 psi
Ultimate Strength Average: 3067 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2020 ✔