Summary for Test 2026-02-02-16-6
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 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | 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: 2026-02-02-16-6
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 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Construction Edge
Reference Distance 1: 13 ft
Reference Distance 2: 16 ft
Reference Distance 3: 19 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
Position for Stationing 1: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
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 ✔