Summary for Test 2026-09-30-34-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 09/30/2026 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/30/2026 | Sample type | Acceptance |
| A brief description of the sample | Skid Test Request (Southbound Both approach slabs) | The quantity of what the sample constitutes | Multiple Lanes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Chau |
| Last name of sampler or witnessed by | Tran | 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 | 24-0003 | Structure name | American River Bridge / Approach |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Methacrylate Resin |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2026-09-30-34
DIME Test ID: 2026-09-30-34-2
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: 2026-10-05
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/02/2026
Air Temperature: 69
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN SLAB
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 12
Reference Distance 2: 15
Reference Distance 3: 18
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: 12
Position for Stationing 2: 12
Position for Stationing 3: 12
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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.42
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): AMERICAN RIVER BRIDGE EB DEPARTURE SLAB/VISUALLY INSPECTED BOTH SLABS APPROACH SLAB EB AS UNIFORMED AS DEPARTURE SLAB
Test was verified on 10/5/2026 ✔