Summary for Test 2025-05-27-2-4
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 993868 DEA: 050C7324 EFIS: 0512000228 |
|---|---|
| DIST-CO-RTE-PM | 05-SCR-1-13.4/14.9 |
| Award Date | 10/14/2022 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE. |
| Location Description | SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING |
| QA Service Level | 1 (Verified on 06/17/2022) |
Sample Information
| Sample Taken Date | 05/27/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/27/2025 | Sample type | Acceptance |
| 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 | Gabriella |
| Last name of sampler or witnessed by | Giordano | Title of sampler | |
| Telephone number of sampler | 8057483183 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ennis-Flint and Swarco | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| 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 | 05-SCr-001 |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Shoulder | Station |
Test Details
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DIME Sample ID: 2025-05-27-2
DIME Test ID: 2025-05-27-2-4
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: 2025-05-30
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/30/2025
Air Temperature: 76 F
Tire Pressure: 24 psi
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN PROJECT
Edge used to measure position: LEFT OF ROAD EDGE
Project Stationing 1: 10+00 ft
Project Stationing 2: 10+30 ft
Project Stationing 3: 10+50 ft
Project Stationing 4: 10+70 ft
Project Stationing 5: 10+90 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 3 ft
Position for Stationing 2: 3 ft
Position for Stationing 3: 3 ft
Position for Stationing 4: 3 ft
Position for Stationing 5: 30 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.32
Corrected Coefficients of Friction for Stationing 3: 0.38
Corrected Coefficients of Friction for Stationing 4: 0.36
Corrected Coefficients of Friction for Stationing 5: 0.36
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): SB1 41ST STRAIGHT
Test was verified on 5/30/2025 ✔