Summary for Test 2019-02-15-1-6
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213284 DEA: 060V4604 EFIS: 0616000181 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,MAD-99,99-Var,26.8 |
| Award Date | 06/11/2018 |
| Closeout Date | 12/04/2019 |
| Work Description | BRIDGE DECK OVERLAYS AND JOINT SEALS. |
| Location Description | FRESNO AND MADERA COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 02/15/2019 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 02/15/2019 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 12 tankers | From where was the sample collected | Source |
| First name of sampler or witnessed by | Chris | Last name of sampler or witnessed by | Nunes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik bond and Reichhold | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | Not set | |
| Structure name | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1167897 |
|---|---|---|---|
| Batch number | 1167897 | Mix number | 1167897 |
Test Details
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DIME Sample ID: 2019-02-15-1
DIME Test ID: 2019-02-15-1-6
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-03-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Larry McCrum
Date of test: 03/01/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.253 in
Sample 1 Area: 0.1245 in^2
Sample 1 Ultimate Strength Actual: 397.7 lbs
Sample 1 percent elongation: 64.3 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.491 in
Sample 2 Thickness: 0.246 in
Sample 2 Area: 0.1208 in^2
Sample 2 Ultimate Strength Actual: 353.3 lbs
Sample 2 percent elongation: 54.7 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.125 in^2
Sample 3 Ultimate Strength Actual: 394.6 lbs
Sample 3 percent elongation: 63.1 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1225 in^2
Sample 4 Ultimate Strength Actual: 338.7 lbs
Sample 4 percent elongation: 47.7 %
Sample 4 Time: 3 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.25 in
Sample 5 Area: 0.123 in^2
Sample 5 Ultimate Strength Actual: 384.3 lbs
Sample 5 percent elongation: 63.5 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.246 in
Sample 6 Area: 0.121 in^2
Sample 6 Ultimate Strength Actual: 372.5 lbs
Sample 6 percent elongation: 60.1 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 3194.4 psi
Sample 2 Ultimate strength : 2924.7 psi
Sample 3 Ultimate strength: 3156.8 psi
Sample 4 Ultimate strength: 2764.9 psi
Sample 5 Ultimate strength: 3124.4 psi
Sample 6 Ultimate strength : 3078.5 psi
Ultimate Strength Average: 3041 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/1/2019 ✔