Summary for Test 2019-06-19-2-4
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 | 06/19/2019 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/19/2019 | 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 | |
| Telephone number of sampler | 7073309227 | 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) | 1190315 |
|---|---|---|---|
| Batch Number | 1190315 | Mix number | 1190315 |
Test Details
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DIME Sample ID: 2019-06-19-2
DIME Test ID: 2019-06-19-2-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-07-02
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ruben Macias
Date of test: 07/02/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.493 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1228 in^2
Sample 1 Ultimate Strength Actual: 284.3 lbs
Sample 1 percent elongation: 51 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1233 in^2
Sample 2 Ultimate Strength Actual: 292 lbs
Sample 2 percent elongation: 43.5 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.493 in
Sample 3 Thickness: 0.25 in
Sample 3 Area: 0.1233 in^2
Sample 3 Ultimate Strength Actual: 303.8 lbs
Sample 3 percent elongation: 56.7 %
Sample 3 Time: 4 MM:SS
Sample 4 Width: 0.493 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.1228 in^2
Sample 4 Ultimate Strength Actual: 330.7 lbs
Sample 4 percent elongation: 57.3 %
Sample 4 Time: 4 MM:SS
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.1225 in^2
Sample 5 Ultimate Strength Actual: 324.7 lbs
Sample 5 percent elongation: 52.9 %
Sample 5 Time: 4 MM:SS
Sample 6 Width: 0.492 in
Sample 6 Thickness: 0.249 in
Sample 6 Area: 0.1225 in^2
Sample 6 Ultimate Strength Actual: 327.2 lbs
Sample 6 percent elongation: 53 %
Sample 6 Time: 4 MM:SS
Sample 1 Ultimate strength: 2315.1 psi
Sample 2 Ultimate strength : 2368.2 psi
Sample 3 Ultimate strength: 2463.9 psi
Sample 4 Ultimate strength: 2693 psi
Sample 5 Ultimate strength: 2650.6 psi
Sample 6 Ultimate strength : 2671 psi
Ultimate Strength Average: 2527 psi
Percent Elongation Average: 52 %
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Test was verified on 7/2/2019 ✔