Summary for Test 2025-04-09-4-2
Test performed: CTM 342-August 2012
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Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 04/09/2025 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/09/2025 | Sample type | Acceptance |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | 1 lane |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Shantanu |
| Last name of sampler or witnessed by | Nalawade | Title of sampler | Structure Representative |
| Telephone number of sampler | 7072966324 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser - Fortuna | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 04-0315 | Structure name | Helly Creek |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 01-HUM-36 |
| Direction of Travel | East | Post Mile | 11.46 |
| Lanes to be Tested | Lane #2 | Station |
Test Details
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DIME Sample ID: 2025-04-09-4
DIME Test ID: 2025-04-09-4-2
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: 2025-04-17
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 04/17/2025
Air Temperature: 46
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: EB: Eastbound 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: 9
Reference Distance 2: 12
Reference Distance 3: 15
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: -1.0
Percent Grade for 2nd Stationing: -1.0
Percent Grade for 3rd Stationing: -1.0
Corrected Coefficients of Friction for Stationing 1: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.35
Corrected Coefficients of Friction for Stationing 3: 0.34
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/17/2025 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.