Summary for Test 2020-07-17-24-7
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-0.5/1.0 |
| Award Date | 12/20/2018 |
| Closeout Date | 11/15/2021 |
| Work Description | Butte and Ash Creek Bridge Replacement |
| Location Description | Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin |
| QA Service Level | 1 (Verified on 06/26/2019) |
Sample Information
| Sample Taken Date | 07/17/2020 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 07/17/2020 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 36 Totes | 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 | 7073309227 |
| 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) | 1265453 |
|---|---|---|---|
| Batch number | 1265453 | Mix number | 1265453 |
Test Details
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DIME Sample ID: 2020-07-17-24
DIME Test ID: 2020-07-17-24-7
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-10-19
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 10/19/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.482 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1248 in^2
Sample 1 Ultimate Strength Actual: 398.8 lbs
Sample 1 percent elongation: 61.18 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 397.8 lbs
Sample 2 percent elongation: 61.32 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1241 in^2
Sample 3 Ultimate Strength Actual: 404.9 lbs
Sample 3 percent elongation: 61.64 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.482 in
Sample 4 Thickness: 0.258 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 473.7 lbs
Sample 4 percent elongation: 73.45 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.26 in
Sample 5 Area: 0.1256 in^2
Sample 5 Ultimate Strength Actual: 423.8 lbs
Sample 5 percent elongation: 64.9 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.482 in
Sample 6 Thickness: 0.258 in
Sample 6 Area: 0.1244 in^2
Sample 6 Ultimate Strength Actual: 409.4 lbs
Sample 6 percent elongation: 62.26 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3195.5 psi
Sample 2 Ultimate strength : 3255.3 psi
Sample 3 Ultimate strength: 3262.7 psi
Sample 4 Ultimate strength: 3807.9 psi
Sample 5 Ultimate strength: 3374.2 psi
Sample 6 Ultimate strength : 3291 psi
Ultimate Strength Average: 3364 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/19/2020 ✔