Summary for Test 2023-11-29-32-6
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 212246 DEA: 053307A4 EFIS: 0514000027 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-49.7/54.6 |
| Award Date | 02/16/2022 |
| Closeout Date | 09/02/2025 |
| Work Description | Cholame Segment |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/30/2019) |
Sample Information
| Sample Taken Date | 11/29/2023 | Sample Unique Key | 32 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/29/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Skid Portable | The quantity of what the sample constitutes | Skid Testing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jessie |
| Last name of sampler or witnessed by | Wilson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Job Site | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Highway 46 Mainline WB | |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | CRCP (Continuously Reinforced Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | 05-SLO-46 |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Lane #2 | Station |
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: 2023-11-29-32
DIME Test ID: 2023-11-29-32-6
Testing Lab: CT HQ - FFS - Skid Testing
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2023-12-14
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/29/2023
Air Temperature: 58 F
Tire Pressure: 25 psi
Equipment PST #: 7010835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Stationing
Edge used to measure position: Left of the right lane line
Project Stationing 1: 2797+79 ft
Project Stationing 2: 2798+04 ft
Project Stationing 3: 2798+29 ft
Project Stationing 4: 2798+54 ft
Project Stationing 5: 2798+79 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
Position for Stationing 4: 8 ft
Position for Stationing 5: 8 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.18
Corrected Coefficients of Friction for Stationing 2: 0.18
Corrected Coefficients of Friction for Stationing 3: 0.18
Corrected Coefficients of Friction for Stationing 4: 0.18
Corrected Coefficients of Friction for Stationing 5: 0.18
Average Coefficient of Friction: 0.18
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/14/2023 ✔