Summary for Test 2026-02-02-16-5
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994792 DEA: 051M5704 EFIS: 0520000029 COOP: 050427 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-218-0/1.0 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 12/11/2023) |
Sample Information
| Sample Taken Date | 02/02/2026 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/02/2026 | Sample type | Acceptance |
| A brief description of the sample | CT 342 Skid/Friction Test | The quantity of what the sample constitutes | Skid test |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jessie |
| Last name of sampler or witnessed by | Wilson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Graniterock Sand City Batch | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 44-0301 | Structure name | |
| 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 | Post Mile | 0.90 | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2026-02-02-16
DIME Test ID: 2026-02-02-16-5
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: 2026-02-09
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 02/02/2026
Air Temperature: 51
Tire Pressure: 25
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
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: 13
Reference Distance 2: 16
Reference Distance 3: 19
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: 8
Position for Stationing 2: 8
Position for Stationing 3: 8
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: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/9/2026 ✔