Summary for Test 2026-08-27-7-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1002184 DEA: 080N0304 EFIS: 0824000176 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15,40-VAR |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Polyester concrete overlay and HMA asphalt (Type A). |
| Location Description | CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY AT VARIOUS LOCATIONS. |
| QA Service Level | 1 (Verified on 05/04/2026) |
Sample Information
| Sample Taken Date | 08/27/2026 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/27/2026 | 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 | JEGBEFUME |
| Last name of sampler or witnessed by | ADODO | Title of sampler | |
| Telephone number of sampler | (951) 232-6497 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik-Bond | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Ghost Town Road UC | |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 08-SBd-15 |
| Direction of Travel | North | Post Mile | 81.83 |
| Lanes to be Tested | Shoulder | Station |
Test Details
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DIME Sample ID: 2026-08-27-7
DIME Test ID: 2026-08-27-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2026-09-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Eddie Bidinger
Date of test: 09/17/2026
Air Temperature: 73 F
Tire Pressure: 25 psi
Equipment PST #: 1000-3
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Begin of bridge
Edge used to measure position: Left of bridge rail
Reference Distance 1: 22' ft
Reference Distance 2: 24' ft
Reference Distance 3: 26' ft
Direction and Lane # for Stationing 1: North / #2
Direction and Lane # for Stationing 2: North / #2
Direction and Lane # for Stationing 3: North / #2
Position for Stationing 1: 14 ft
Position for Stationing 2: 14 ft
Position for Stationing 3: 14 ft
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: 0.46
Corrected Coefficients of Friction for Stationing 2: 0.48
Corrected Coefficients of Friction for Stationing 3: 0.48
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters): Meets specs
Test was verified on 9/18/2026 ✔