Summary for Test 2020-10-16-5-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214260 DEA: 120Q3004 EFIS: 1216000123 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5-37.4 |
| Award Date | 09/04/2019 |
| Closeout Date | 06/25/2021 |
| Work Description | MODIFY ELECTRICAL SYSTEM AND PLACE HIGH FRICTION SURFACE TREATMENT. |
| Location Description | ORANGE COUNTY IN ANAHEIM AT HARBOR BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 09/12/2019) |
Sample Information
| Sample Taken Date | 10/16/2020 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/16/2020 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 1 Tanker & 16 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 | 707-330-9227 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | |
| 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) | 1286139 |
|---|---|---|---|
| Batch Number | 1286139 | Mix number | 1286139 |
Test Details
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DIME Sample ID: 2020-10-16-5
DIME Test ID: 2020-10-16-5-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-21
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Vendor results
Date of test: 12/21/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.492 in
Sample 1 Thickness: 0.145 in
Sample 1 Area: 0.0713 in^2
Sample 1 Ultimate Strength Actual: 201.29 lbs
Sample 1 percent elongation: 42.28 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.493 in
Sample 2 Thickness: 0.143 in
Sample 2 Area: 0.0705 in^2
Sample 2 Ultimate Strength Actual: 236.65 lbs
Sample 2 percent elongation: 61.32 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.492 in
Sample 3 Thickness: 0.142 in
Sample 3 Area: 0.0699 in^2
Sample 3 Ultimate Strength Actual: 228.34 lbs
Sample 3 percent elongation: 56.94 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.492 in
Sample 4 Thickness: 0.144 in
Sample 4 Area: 0.0708 in^2
Sample 4 Ultimate Strength Actual: 249.03 lbs
Sample 4 percent elongation: 62.94 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.494 in
Sample 5 Thickness: 0.137 in
Sample 5 Area: 0.0677 in^2
Sample 5 Ultimate Strength Actual: 235.44 lbs
Sample 5 percent elongation: 63.79 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.494 in
Sample 6 Thickness: 0.143 in
Sample 6 Area: 0.0706 in^2
Sample 6 Ultimate Strength Actual: 236.39 lbs
Sample 6 percent elongation: 61.24 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2823.1 psi
Sample 2 Ultimate strength : 3356.7 psi
Sample 3 Ultimate strength: 3266.7 psi
Sample 4 Ultimate strength: 3517.4 psi
Sample 5 Ultimate strength: 3477.7 psi
Sample 6 Ultimate strength : 3348.3 psi
Ultimate Strength Average: 3298 psi
Percent Elongation Average: 58 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 12/21/2020 ✔