Summary for Test 2026-07-06-8-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1001902 DEA: 061H6704 EFIS: 0625000240 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-26.65 |
| Award Date | 06/26/2025 |
| Closeout Date | 08/31/2026 |
| Work Description | Replace exiting bridge rail on EB direction of SR 190, demo and reconstruct overhang, remove existing AC overlay, deck overhang strengthening at bridge rail, poly conc overlay, install new ST-75 barrier rail. |
| Location Description | Tule River Bridge (BR #46-0187). |
| QA Service Level | 1 (Verified on 01/08/2026) |
Sample Information
| Sample Taken Date | 07/06/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/06/2026 | 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 | Adam |
| Last name of sampler or witnessed by | Mahmoud | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DBE | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 46-0187 | Structure name | Tule River Bridge |
| 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 | 06-tul-190 |
| Direction of Travel | East | Post Mile | 26.60 |
| Lanes to be Tested | Lane #1 | Station |
Test Details
DIME Sample ID: 2026-07-06-8
DIME Test ID: 2026-07-06-8-1
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: 2026-07-15
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/13/2026
Air Temperature: 80
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 10
Reference Distance 2: 13
Reference Distance 3: 16
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: 1
Position for Stationing 2: 1
Position for Stationing 3: 1
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters): TULE RIVER BRIDGE #46-0187
ENTIRE BRIDGE VISUALLY INSPECTED AND ALL LOOKED UNIFORMED.
Test was verified on 7/15/2026 ✔
