Summary for Test 2019-04-05-13-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 212956 DEA: 080R3404 EFIS: 0812000072 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-38-30.9 |
| Award Date | 03/06/2018 |
| Closeout Date | 09/30/2019 |
| Work Description | BRIDGE REHABILITATION AND UPGRADE BRIDGE RAILING TO STANDARDS |
| Location Description | SAN BERNARDINO COUNTY NEAR ANGELUS OAKS AT SANTA ANA RIVER BRIDGERAM |
| QA Service Level | 1 (Verified on 05/09/2018) |
Sample Information
| Sample Taken Date | 04/05/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 04/05/2019 |
| Sample type | Quality Assurance | A brief description of the sample | polyester |
| The quantity of what the sample constitutes | 1 gal. | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Klover |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Supplier | Transportation Laboratory (TL) Number | Vendor submitted |
| 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) | 087-135 |
|---|---|---|---|
| Batch number | 00000 | Mix number | 3368 |
Test Details
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DIME Sample ID: 2019-04-05-13
DIME Test ID: 2019-04-05-13-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2019-04-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: jasdev kumar
Date of test: 04/23/2019
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.495 in
Sample 1 Thickness: 0.252 in
Sample 1 Area: 0.1247 in^2
Sample 1 Ultimate Strength Actual: 326.9 lbs
Sample 1 percent elongation: 64 %
Sample 1 Time: 5 MM:SS
Sample 2 Width: 0.495 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1267 in^2
Sample 2 Ultimate Strength Actual: 322.3 lbs
Sample 2 percent elongation: 67.1 %
Sample 2 Time: 5 MM:SS
Sample 3 Width: 0.494 in
Sample 3 Thickness: 0.241 in
Sample 3 Area: 0.1191 in^2
Sample 3 Ultimate Strength Actual: 336.8 lbs
Sample 3 percent elongation: 70.2 %
Sample 3 Time: 6 MM:SS
Sample 4 Width: 0.494 in
Sample 4 Thickness: 0.248 in
Sample 4 Area: 0.1225 in^2
Sample 4 Ultimate Strength Actual: 348.2 lbs
Sample 4 percent elongation: 73.9 %
Sample 4 Time: 6 MM:SS
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.251 in
Sample 5 Area: 0.124 in^2
Sample 5 Ultimate Strength Actual: 309.5 lbs
Sample 5 percent elongation: 73.9 %
Sample 5 Time: 6 MM:SS
Sample 6 Width: 0.494 in
Sample 6 Thickness: 0.254 in
Sample 6 Area: 0.1255 in^2
Sample 6 Ultimate Strength Actual: 351.3 lbs
Sample 6 percent elongation: 69.7 %
Sample 6 Time: 6 MM:SS
Sample 1 Ultimate strength: 2621.5 psi
Sample 2 Ultimate strength : 2543.8 psi
Sample 3 Ultimate strength: 2827.9 psi
Sample 4 Ultimate strength: 2842.4 psi
Sample 5 Ultimate strength: 2496 psi
Sample 6 Ultimate strength : 2799.2 psi
Ultimate Strength Average: 2688 psi
Percent Elongation Average: 70 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2019 ✔