Summary for Test 2026-04-23-5-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1001218 DEA: 010M9604 EFIS: 0123000106 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101,271-Var |
| Award Date | 06/23/2025 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE OVERLAY, HMA, & COLD PLANE AC PAVEMENT. |
| Location Description | MENDOCINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 04/23/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/23/2026 | Sample type | Acceptance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | Trial Slab and Multiple Lanes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | Lorenz | Title of sampler | |
| Telephone number of sampler | 7074978576 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwitbond Polymers | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 10-0204L | Structure name | Moore Street UC |
| 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 | 01-MEN-101 |
| Direction of Travel | South | Post Mile | |
| Lanes to be Tested | Lane #1,Lane #2 | Station | 30.43 |
Test Details
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DIME Sample ID: 2026-04-23-5
DIME Test ID: 2026-04-23-5-2
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: 2026-06-23
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 06/19/2026
Air Temperature: 56
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Lane Line
Reference Distance 1: 33
Reference Distance 2: 36
Reference Distance 3: 39
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
Percent Grade for 1st Stationing: -1.0
Percent Grade for 2nd Stationing: -1.0
Percent Grade for 3rd Stationing: -1.0
Corrected Coefficients of Friction for Stationing 1: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): Blue Lake UC
Test was verified on 6/23/2026 ✔