Summary for Test 2026-09-22-18-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1001955 DEA: 061H6904 EFIS: 0625000252 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-42.75 |
| Award Date | 07/14/2025 |
| Closeout Date | Not set |
| Work Description | Install Sidehill Viaduct (Bridge No. 46-0285). |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/17/2026) |
Sample Information
| Sample Taken Date | 09/22/2026 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/22/2026 | 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 | Ye |
| Last name of sampler or witnessed by | Yang | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MCM Construction | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 06-TUL-190 |
| Direction of Travel | North | Post Mile | 42.75 |
| Lanes to be Tested | Shoulder,Lane #1 | Station |
Test Details
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DIME Sample ID: 2026-09-22-18
DIME Test ID: 2026-09-22-18-1
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: 2026-09-29
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 09/27/2026
Air Temperature: 59
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 100
Reference Distance 2: 103
Reference Distance 3: 106
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: 10
Position for Stationing 2: 10
Position for Stationing 3: 10
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: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): SIDEHILL VIADUCT/BR#46-0285. VISUALLY IINSPECTED ENTIRE BRIDGE, ALL LOOKED UNIFORMED.
Test was verified on 9/29/2026 ✔