Summary for Test 2025-06-10-5-1
Test performed: CTM 342-August 2012
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Project Information
| Project Identifiers | Project ID: 1000409 DEA: 051S1604 EFIS: 0524000176 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-1-60 |
| Award Date | Not set |
| Closeout Date | Not set |
| 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 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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: 2025-06-10-5-1
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: 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
Tire Pressure: 24
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
Reference Distance 2: 33
Reference Distance 3: 36
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
Position for Stationing 2: 4
Position for Stationing 3: 4
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 AND ALL LOOKED TO BE UNIFORMED IN BOTH DIRECTIONS RESULTS ARE FOR ENTIRE BRIDGE
APPROACH SLAB-.44-.44-.44
= .44AVG
DEPARTURE SLAB .44-.44-.44=44AVG
Test was verified on 6/27/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.