Summary for Test 2022-04-22-28-2
Test performed: ASTM D638-Dec14
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project Information
| Project Identifiers | Project ID: 993509 DEA: 101K9604 EFIS: 1019000163 |
|---|---|
| DIST-CO-RTE-PM | 10-MER,SJ,TUO-99,205,120-Var |
| Award Date | 02/24/2022 |
| Closeout Date | 10/06/2022 |
| Work Description | REPLACE HMA PAVEMENT AND APPLY HIGH FRICTION SURFACE TREATMENT. |
| Location Description | MERCED, SAN JOAQUIN, AND TUOLUMNE COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/18/2022) |
Sample Information
| Sample Taken Date | 04/22/2022 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 04/22/2022 |
| 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 | Gilberto | Last name of sampler or witnessed by | Gonzalez |
| Title of sampler | QC Technician | Telephone number of sampler | 7076245467 |
| Laboratory sample identification | 943109 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | 943109 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | High Friction Surface Treatment | Mgf. Lot Number(s) | T01401975 |
|---|---|---|---|
| Batch Number | T01401975 | Mix Number | T01401975 |
| Resin Binder Type | Polyester | Used for Overlay | No |
| Used for Inlay | No |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2022-04-22-28
DIME Test ID: 2022-04-22-28-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-06-30
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 05/05/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.146 in
Sample 1 Thickness: 0.483 in
Sample 1 Area: 0.0705 in^2
Sample 1 Ultimate Strength Actual: 265.6 lbs
Sample 1 percent elongation: 67 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.154 in
Sample 2 Thickness: 0.495 in
Sample 2 Area: 0.0762 in^2
Sample 2 Ultimate Strength Actual: 260.5 lbs
Sample 2 percent elongation: 61.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.147 in
Sample 3 Thickness: 0.485 in
Sample 3 Area: 0.0713 in^2
Sample 3 Ultimate Strength Actual: 247.1 lbs
Sample 3 percent elongation: 62.6 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.146 in
Sample 4 Thickness: 0.484 in
Sample 4 Area: 0.0707 in^2
Sample 4 Ultimate Strength Actual: 251.6 lbs
Sample 4 percent elongation: 64.1 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.143 in
Sample 5 Thickness: 0.484 in
Sample 5 Area: 0.0692 in^2
Sample 5 Ultimate Strength Actual: 182.8 lbs
Sample 5 percent elongation: 54.7 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3767.4 psi
Sample 2 Ultimate strength : 3418.6 psi
Sample 3 Ultimate strength: 3465.6 psi
Sample 4 Ultimate strength: 3558.7 psi
Sample 5 Ultimate strength: 2641.6 psi
Ultimate Strength Average: 3370 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 6/30/2022 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.