Summary for Test 2025-12-10-2-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 215620 DEA: 01436404 EFIS: 0100000193 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-35.8/36.5 |
| Award Date | 07/11/2022 |
| Closeout Date | Not set |
| Work Description | Dr. Fine Bridge Replacement |
| Location Description | DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER. |
| QA Service Level | 1 (Verified on 03/26/2021) |
Sample Information
| Sample Taken Date | 12/10/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 12/10/2025 |
| Sample type | Acceptance | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Erler |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ABC Paving Co. | Transportation Laboratory (TL) Number | |
| 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 | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 01-DN-101 |
| Direction of Travel | North | Post Mile | 35.80 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-12-10-2
DIME Test ID: 2025-12-10-2-2
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: 2026-01-15
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 01/14/2026
Air Temperature: 57 F
Tire Pressure: 25 psi
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 300 ft
Reference Distance 2: 303 ft
Reference Distance 3: 306 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: 10 ft
Position for Stationing 2: 10 ft
Position for Stationing 3: 10 ft
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: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): SB BRIDGE, SECOND SECTION TESTED AT 750FT WHICH RECIVED .39 AVG. DEPARTURE SLAB ALSO PASSED WITH A .38 AVG
Test was verified on 1/15/2026 ✔