Summary for Test 2025-06-10-5-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000409 DEA: 051S1604 EFIS: 0524000176 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-60 |
| Award Date | 06/14/2024 |
| Closeout Date | 08/21/2026 |
| Work Description | Rocky Creek Slip Out Permanent Restoration Project |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/26/2024) |
Sample Information
| Sample Taken Date | 06/10/2025 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2025 | 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 | Neil |
| Last name of sampler or witnessed by | Weller | Title of sampler | BCE |
| Telephone number of sampler | 8054712109 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Gordon Ball Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 44-0302 | Structure name | Rocky Creek Viaduct |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 05-MON-001 |
| Direction of Travel | North | Post Mile | 60.00 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2025-06-10-5
DIME Test ID: 2025-06-10-5-3
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: 2025-06-27
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/27/2025
Air Temperature: 50 F
Tire Pressure: 24 psi
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 30 ft
Reference Distance 2: 33 ft
Reference Distance 3: 36 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
Position for Stationing 1: 4 ft
Position for Stationing 2: 4 ft
Position for Stationing 3: 4 ft
Percent Grade for 1st Stationing: -3.0 %
Percent Grade for 2nd Stationing: -3.0 %
Percent Grade for 3rd Stationing: -3.0 %
Corrected Coefficients of Friction for Stationing 1: 0.44
Corrected Coefficients of Friction for Stationing 2: 0.44
Corrected Coefficients of Friction for Stationing 3: 0.44
Average Coefficient of Friction: 0.44
General comments (publicly viewable) (Max 1000 characters): ROCKY CREEK BRIDGE . VISUALLY INSPECTED ENTIRE BRIDGE WHICH HAD POLYESTER PLACED ON IT AS THAT IS THE SECTION OF THE BRIDGE THAT WAS REQUESTED FOR TESTING AND ALL LOOKED TO BE UNIFORMED IN BOTH DIRECTIONS
APPROACH SLAB-.44-.44-.44
= .44AVG
DEPARTURE SLAB .44-.44-.44=44AVG
Test was verified on 6/27/2025 ✔