Summary for Test 2022-01-04-24-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-9.7/24.9 |
| Award Date | 05/01/2019 |
| Closeout Date | 02/22/2024 |
| Work Description | Not set |
| Location Description | Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct |
| QA Service Level | 1 (Verified on 07/19/2019) |
Sample Information
| Sample Taken Date | 01/04/2022 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/04/2022 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 32 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 | 17073309227 | 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) | 1377391 |
|---|---|---|---|
| Batch Number | 1377391 | Mix number | 1377391 |
Test Details
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DIME Sample ID: 2022-01-04-24
DIME Test ID: 2022-01-04-24-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-01-25
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 01/17/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.5 in
Sample 1 Thickness: 0.129 in
Sample 1 Area: 0.0645 in^2
Sample 1 Ultimate Strength Actual: 292.1 lbs
Sample 1 percent elongation: 29.8 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.5 in
Sample 2 Thickness: 0.127 in
Sample 2 Area: 0.0635 in^2
Sample 2 Ultimate Strength Actual: 251.2 lbs
Sample 2 percent elongation: 49 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.5 in
Sample 3 Thickness: 0.127 in
Sample 3 Area: 0.0635 in^2
Sample 3 Ultimate Strength Actual: 249.3 lbs
Sample 3 percent elongation: 49.9 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.5 in
Sample 4 Thickness: 0.126 in
Sample 4 Area: 0.063 in^2
Sample 4 Ultimate Strength Actual: 241.3 lbs
Sample 4 percent elongation: 46 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.5 in
Sample 5 Thickness: 0.124 in
Sample 5 Area: 0.062 in^2
Sample 5 Ultimate Strength Actual: 231.2 lbs
Sample 5 percent elongation: 43.3 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 4528.7 psi
Sample 2 Ultimate strength : 3955.9 psi
Sample 3 Ultimate strength: 3926 psi
Sample 4 Ultimate strength: 3830.2 psi
Sample 5 Ultimate strength: 3729 psi
Ultimate Strength Average: 3994 psi
Percent Elongation Average: 44 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 1/25/2022 ✔