Summary for Test 2023-12-22-12-3
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 | 12/22/2023 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/22/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Towed Trailer | 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 | ||
| 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 | West | Post Mile | 54.00 |
| Lanes to be Tested | Lane #1 | Station |
Test Details
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DIME Sample ID: 2023-12-22-12
DIME Test ID: 2023-12-22-12-3
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: 2024-01-05
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 12/22/2023
Air Temperature: 51 F
Tire Pressure: 25 psi
Equipment PST #: 7010835
Is Calibration within ± values: Yes
Weather: Misty
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Post Miles
Edge used to measure position: Left of the right lane line
Project Stationing 1: 51+00 ft
Project Stationing 2: 49+75 ft
Project Stationing 3: 49+50 ft
Project Stationing 4: 49+25 ft
Project Stationing 5: 49+00 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: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.40
Corrected Coefficients of Friction for Stationing 4: 0.40
Corrected Coefficients of Friction for Stationing 5: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/5/2024 ✔