Summary for Test 2024-10-07-61-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 214627 DEA: 05344904 EFIS: 0500000505 |
|---|---|
| DIST-CO-RTE-PM | 05-SBT-156-3/R8.2 |
| Award Date | 05/19/2022 |
| Closeout Date | Not set |
| Work Description | SAN BENITO ROUTE 156 IMPROVEMENT PROJECT SAN BENITO RTE 156 IMPROVEMENT PROJECT; INCLUDES NEW BRIDGE AND WIDENING OF EXISTING BRIDGE. |
| Location Description | SAN BENITO COUNTY IN AND NEAR SAN JUAN BAUTISTA FROM THE ALAMEDA TO 0.2 MILE EAST OF FOURTH STREET/BUSINESS ROUTE 156 |
| QA Service Level | 1 (Verified on 01/14/2020) |
Sample Information
| Sample Taken Date | 10/07/2024 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 10/07/2024 |
| Sample type | Quality Assurance | 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 | AT THE JOB SITE | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Mainline EB 156 | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | CRCP (Continuously Reinforced Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Off Ramp | Station |
Test Details
DIME Sample ID: 2024-10-07-61
DIME Test ID: 2024-10-07-61-1
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: 2024-10-15
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 10/07/2024
Air Temperature: 68 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Post Mile
Edge used to measure position: Left of the Right Fog Line
Project Stationing 1: 37+16 ft
Project Stationing 2: 41+68 ft
Project Stationing 3: 50+24 ft
Project Stationing 4: 61+72 ft
Project Stationing 5: 71+37 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: 24 ft
Position for Stationing 2: 24 ft
Position for Stationing 3: 24 ft
Position for Stationing 4: 24 ft
Position for Stationing 5: 24 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: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.50
Corrected Coefficients of Friction for Stationing 3: 0.50
Corrected Coefficients of Friction for Stationing 4: 0.46
Corrected Coefficients of Friction for Stationing 5: 0.42
Average Coefficient of Friction: 0.45
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/15/2024 ✔
