Summary for Test 2019-05-28-5-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-710-6.0-9.4 |
| Award Date | 09/02/2011 |
| Closeout Date | Not set |
| Work Description | Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing. |
| Location Description | Port of Long Beach (District 7) |
| QA Service Level | 1 (Verified on 06/03/2013) |
Sample Information
| Sample Taken Date | 05/28/2019 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/28/2019 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 1 tanker |
| 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 | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1186358 |
|---|---|---|---|
| Batch Number | 1186358 | Mix number | 1186358 |
Test Details
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DIME Sample ID: 2019-05-28-5
DIME Test ID: 2019-05-28-5-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-06-20
Test Results
Number of specimens tested: 6
Input Type: Calculated
Tester's full name: Larry McCrum
Date of test: 06/20/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.24 in
Sample 1 Area: 0.118 in^2
Sample 1 Ultimate Strength Actual: 343.8 lbs
Sample 1 percent elongation: 55.7 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1195 in^2
Sample 2 Ultimate Strength Actual: 369.3 lbs
Sample 2 percent elongation: 64.2 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.123 in^2
Sample 3 Ultimate Strength Actual: 372.2 lbs
Sample 3 percent elongation: 60.8 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.232 in
Sample 4 Area: 0.1141 in^2
Sample 4 Ultimate Strength Actual: 374.7 lbs
Sample 4 percent elongation: 66.5 %
Sample 4 Time: 5 MM:SS
Sample 5 Width: 0.492 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1205 in^2
Sample 5 Ultimate Strength Actual: 391 lbs
Sample 5 percent elongation: 64.8 %
Sample 5 Time: 5 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.123 in^2
Sample 6 Ultimate Strength Actual: 390.9 lbs
Sample 6 percent elongation: 64.3 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2911 psi
Sample 2 Ultimate strength : 3088 psi
Sample 3 Ultimate strength: 3026 psi
Sample 4 Ultimate strength: 3284 psi
Sample 5 Ultimate strength: 3245 psi
Sample 6 Ultimate strength : 3178 psi
Ultimate Strength Average: 3120 psi
Percent Elongation Average: 62.7 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/20/2019 ✔