Summary for Test 2025-09-05-15-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 211462 DEA: 063HT004 EFIS: 0600020143 |
|---|---|
| DIST-CO-RTE-PM | 06-KIN-- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 05/12/2016) |
Sample Information
| Sample Taken Date | 09/05/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/17/2025 | Sample type | Quality Assurance |
| A brief description of the sample | skid test | The quantity of what the sample constitutes | Multiple Lanes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Don |
| Last name of sampler or witnessed by | Ctibor | Title of sampler | RE |
| Telephone number of sampler | 5599397402 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Viking Redi Mix Hanford | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 16-45C0157 | Structure name | Hanford Armona Rd |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | |
| Direction of Travel | West | Post Mile | 15.08 |
| Lanes to be Tested | Shoulder,Lane #1 | Station |
Test Details
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DIME Sample ID: 2025-09-05-15
DIME Test ID: 2025-09-05-15-1
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: 2025-10-02
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/01/2025
Air Temperature: 60
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: END OF BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 71
Reference Distance 2: 74
Reference Distance 3: 77
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: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.35
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): HANFORD ARMONA RD
WB-.33/.37/.35=.35 AVG
PRIVATE SIDE-.36/.36/.35=.36 AVG
BOTH COMPLY
Test was verified on 10/2/2025 ✔