Summary for Test 2025-03-06-15-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1235 DEA: 033M7304 |
|---|---|
| DIST-CO-RTE-PM | 03-COL,YOL-VAR-VAR |
| Award Date | 02/08/2011 |
| Closeout Date | 10/14/2011 |
| Work Description | BRIDGE DECK METHACRYLATE |
| Location Description | COLUSA AND YOLO COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 10/14/2011) |
Sample Information
| Sample Taken Date | 03/06/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/11/2025 | 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 | Other | First name of sampler or witnessed by | Louis |
| Last name of sampler or witnessed by | Nash | Title of sampler | |
| Telephone number of sampler | 916-719-0108 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 22-0111 | Structure name | Route 16/505 Separation |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | 03-YOL-16 |
| Direction of Travel | East | Post Mile | 31.84 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2025-03-06-15
DIME Test ID: 2025-03-06-15-2
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: 2025-03-13
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 03/12/2025
Air Temperature: 56
Tire Pressure: 25
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Windy
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Construction Edge
Reference Distance 1: 25
Reference Distance 2: 30
Reference Distance 3: 35
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: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.10
Corrected Coefficients of Friction for Stationing 2: 0.10
Corrected Coefficients of Friction for Stationing 3: 0.10
Average Coefficient of Friction: 0.10
General comments (publicly viewable) (Max 1000 characters): Test date tentative.
Test was verified on 3/13/2025 ✔