Summary for Test 2026-06-17-13-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000704 DEA: 031J8001 EFIS: 0321000071 Permit Numbers: 0324NOP0141 |
|---|---|
| DIST-CO-RTE-PM | 03--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 12/18/2024) |
Sample Information
| Sample Taken Date | 06/17/2026 | Sample Unique Key | 13 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/17/2026 | Sample type | Production Start-Up |
| A brief description of the sample | Skid Testing Request | The quantity of what the sample constitutes | contractor's trail pass for skid testing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ken |
| Last name of sampler or witnessed by | Haas | Title of sampler | |
| Telephone number of sampler | 5303206475 | Laboratory sample identification | CT HQ - FFS - Skid Testing |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dees Burke Engineering Contractors | |
| Transportation Laboratory (TL) Number | CT HQ - FFS - Skid Testing | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| 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 | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Shoulder | Station |
Test Details
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DIME Sample ID: 2026-06-17-13
DIME Test ID: 2026-06-17-13-1
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: 2026-07-02
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/29/2026
Air Temperature: 62
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF BARRIER
Reference Distance 1: 240
Reference Distance 2: 243
Reference Distance 3: 246
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: 3
Position for Stationing 2: 3
Position for Stationing 3: 3
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: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): 80/WATT OC-24-0290
SECOND SET OF TESTS TAKEN AT 500FT WHICH ALSO COMPLIES WITH AN AVG OF .41
Test was verified on 7/2/2026 ✔