Summary for Test 2025-07-09-8-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 212800 DEA: 100G8304 EFIS: 1012000316 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-152,140,152-Var |
| Award Date | 10/31/2023 |
| Closeout Date | 06/23/2026 |
| Work Description | MERCED SEISMIC RESTORATION |
| Location Description | IN MERCED COUNTY ON STATE ROUTES, 59, 140 AND 152 AT VARIOUS BRIDGES. |
| QA Service Level | 1 (Verified on 12/20/2018) |
Sample Information
| Sample Taken Date | 07/09/2025 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/09/2025 | 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 | Natasha |
| Last name of sampler or witnessed by | Collins | Title of sampler | |
| Telephone number of sampler | 2092793959 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dees Burke | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 39-0034R | Structure name | Eastside Bypass Channel Bridge No. 39-0034R |
| 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 | 10-MER-152 |
| Direction of Travel | East | Post Mile | 39.29 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2025-07-09-8
DIME Test ID: 2025-07-09-8-2
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: 2025-07-16
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 07/15/2025
Air Temperature: 67
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 Bridge 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: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.43
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2025 ✔