Summary for Test 2020-08-04-26-2
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 214352 DEA: 07332704 EFIS: 0716000290 |
|---|---|
| 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 | 08/04/2020 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/04/2020 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 34 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 | 7073309227 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers 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) | 1269608 |
|---|---|---|---|
| Batch Number | 1269608 | Mix number | 1269608 |
Test Details
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DIME Sample ID: 2020-08-04-26
DIME Test ID: 2020-08-04-26-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2020-12-04
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phil Montes
Date of test: 10/30/2020
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.497 in
Sample 1 Thickness: 0.1267 in
Sample 1 Area: 0.063 in^2
Sample 1 Ultimate Strength Actual: 222.5 lbs
Sample 1 percent elongation: 43.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.497 in
Sample 2 Thickness: 0.1199 in
Sample 2 Area: 0.0596 in^2
Sample 2 Ultimate Strength Actual: 200.5 lbs
Sample 2 percent elongation: 21 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.498 in
Sample 3 Thickness: 0.1339 in
Sample 3 Area: 0.0667 in^2
Sample 3 Ultimate Strength Actual: 101.7 lbs
Sample 3 percent elongation: 1.3 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.497 in
Sample 4 Thickness: 0.131 in
Sample 4 Area: 0.0651 in^2
Sample 4 Ultimate Strength Actual: 225.8 lbs
Sample 4 percent elongation: 39.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.5 in
Sample 5 Thickness: 0.1292 in
Sample 5 Area: 0.0646 in^2
Sample 5 Ultimate Strength Actual: 235.4 lbs
Sample 5 percent elongation: 17.7 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.502 in
Sample 6 Thickness: 0.1408 in
Sample 6 Area: 0.0707 in^2
Sample 6 Ultimate Strength Actual: 215.2 lbs
Sample 6 percent elongation: 17.8 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3531.7 psi
Sample 2 Ultimate strength : 3364.1 psi
Sample 3 Ultimate strength: 1524.7 psi
Sample 4 Ultimate strength: 3468.5 psi
Sample 5 Ultimate strength: 3644 psi
Sample 6 Ultimate strength : 3043.8 psi
Ultimate Strength Average: 3096 psi
Percent Elongation Average: 23 %
General comments (publicly viewable) (Max 1000 characters): Specimens 2, 3 & 5 not used due to flaws. Averages below based on Specimens 1 & 4.
Average Strength: 3500.5 psi / Average Elongation: 41.5%
Test was verified on 12/4/2020 ✔