Summary for Test 2025-11-04-5-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 11/04/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/04/2025 | Sample type | Acceptance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | Multiple Lanes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Shantanu |
| Last name of sampler or witnessed by | Nalawade | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 04-0102 | Structure name | Little Larabe Creek Bridge |
| Bid Item | 3865453 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 01-HUM-36 |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Lane #1,Lane #2 | Station | 25.27 |
Test Details
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DIME Sample ID: 2025-11-04-5
DIME Test ID: 2025-11-04-5-2
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: 2025-11-12
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/10/2025
Air Temperature: 60
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Construction Edge
Reference Distance 1: 51
Reference Distance 2: 54
Reference Distance 3: 57
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Position for Stationing 1: 5
Position for Stationing 2: 5
Position for Stationing 3: 5
Percent Grade for 1st Stationing: 2.0
Percent Grade for 2nd Stationing: 2.0
Percent Grade for 3rd Stationing: 3.0
Corrected Coefficients of Friction for Stationing 1: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.30
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/12/2025 ✔