Summary for Test 2025-01-30-1-2
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 | 01/30/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/30/2025 | Sample type | Acceptance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | Newly constructed SB Lane |
| 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 | Senior Bridge Engineer |
| Telephone number of sampler | 805-471-2109 | 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 | Behind K-Rail/Barrier | DIST-CO-RTE | 05-MON-001 |
| Direction of Travel | South | Post Mile | 60.00 |
| Lanes to be Tested | Shoulder,Lane #1 | Station |
Test Details
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DIME Sample ID: 2025-01-30-1
DIME Test ID: 2025-01-30-1-2
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: 2025-02-26
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 02/26/2025
Air Temperature: 57 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 4 ft
Reference Distance 2: 7 ft
Reference Distance 3: 10 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: 9 ft
Position for Stationing 2: 9 ft
Position for Stationing 3: 9 ft
Percent Grade for 1st Stationing: 2.0 %
Percent Grade for 2nd Stationing: 2.0 %
Percent Grade for 3rd Stationing: 2.0 %
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 SLIP OUT POLY APPROACH SLAB
Test was verified on 2/26/2025 ✔