Summary for Test 2026-01-20-3-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000938 DEA: 101U1004 EFIS: 1025000094 |
|---|---|
| DIST-CO-RTE-PM | 10--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/04/2025) |
Sample Information
| Sample Taken Date | 01/20/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 01/20/2026 |
| Sample type | Informational | 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 | Johnsky | Last name of sampler or witnessed by | Oveny |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Viking Construction Company | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 29-0095 | |
| Structure name | Calaveras 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 | Behind K-Rail/Barrier | DIST-CO-RTE | 10-SJ-99-21.9 |
| Direction of Travel | West | Post Mile | |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station | 21.91 |
Test Details
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DIME Sample ID: 2026-01-20-3
DIME Test ID: 2026-01-20-3-3
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: 2026-01-27
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 01/26/2026
Air Temperature: 44
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Overcast
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Bridge Wall
Reference Distance 1: 89
Reference Distance 2: 92
Reference Distance 3: 95
Direction and Lane # for Stationing 1: WB
Direction and Lane # for Stationing 2: WB
Direction and Lane # for Stationing 3: WB
Position for Stationing 1: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
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: 0.31
Corrected Coefficients of Friction for Stationing 2: 0.32
Corrected Coefficients of Friction for Stationing 3: 0.32
Average Coefficient of Friction: 0.32
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/27/2026 ✔