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 | Not set |
| 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 |
|---|---|---|---|
| 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 | 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
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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 ✔