Summary for Test 2025-01-30-1-1
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 | 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 | 01/30/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 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: 2025-01-30-1-1
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: 2025-02-11
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 02/11/2025
Air Temperature: 45
Tire Pressure: 25
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 BRIDGE
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 20
Reference Distance 2: 23
Reference Distance 3: 26
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: 7
Position for Stationing 2: 7
Position for Stationing 3: 7
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: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.25
Corrected Coefficients of Friction for Stationing 3: 0.29
Average Coefficient of Friction: 0.30
General comments (publicly viewable) (Max 1000 characters): ROCKY CREEK SLIP OUT
Test was verified on 2/11/2025 ✔