Summary for Test 2021-04-09-20-2
Test performed: ASTM D638-Dec14Project Information
Project Identifiers | Project ID: 214352 DEA: 07332704 EFIS: 0716000290 |
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DIST-CO-RTE-PM | 07-LA-5-18.3 |
Award Date | 11/27/2019 |
Closeout Date | 11/21/2022 |
Work Description | APPLY HIGH FRICTION SURFACE TREATMENT, LANDSCAPE, & IRRIGATION WORK. |
Location Description | LOS ANGELES COUNTY IN LOS ANGELES ON ROUTE 5 |
QA Service Level | 1 (Verified on 06/15/2020) |
Sample Information
Sample Taken Date | 04/09/2021 | Sample Unique Key | 20 |
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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 | 04/09/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 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 |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1322431 |
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Batch number | 1322431 | Mix number | 1322431 |
Test Details
DIME Sample ID: 2021-04-09-20
DIME Test ID: 2021-04-09-20-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2021-05-28
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Daniel Tikusis
Date of test: 04/15/2021
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.5 in
Sample 1 Thickness: 0.127 in
Sample 1 Area: 0.0635 in^2
Sample 1 Ultimate Strength Actual: 260 lbs
Sample 1 percent elongation: 36 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.5 in
Sample 2 Thickness: 0.126 in
Sample 2 Area: 0.063 in^2
Sample 2 Ultimate Strength Actual: 252 lbs
Sample 2 percent elongation: 40 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.5 in
Sample 3 Thickness: 0.126 in
Sample 3 Area: 0.063 in^2
Sample 3 Ultimate Strength Actual: 253 lbs
Sample 3 percent elongation: 53 %
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: 243 lbs
Sample 4 percent elongation: 25 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.5 in
Sample 5 Thickness: 0.134 in
Sample 5 Area: 0.067 in^2
Sample 5 Ultimate Strength Actual: 263 lbs
Sample 5 percent elongation: 49 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 4094.5 psi
Sample 2 Ultimate strength : 4000 psi
Sample 3 Ultimate strength: 4015.9 psi
Sample 4 Ultimate strength: 3857.1 psi
Sample 5 Ultimate strength: 3925.4 psi
Ultimate Strength Average: 3979 psi
Percent Elongation Average: 41 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier results
Test was verified on 5/28/2021 ✔