Summary for Test 2026-04-17-4-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994443 DEA: 053307C4 EFIS: 0514000028 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-41,46-44.5/45.3,54.0/57.8 |
| Award Date | 02/27/2023 |
| Closeout Date | Not set |
| Work Description | Wye Segment - Route 41/46 Separation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/16/2022) |
Sample Information
| Sample Taken Date | 04/17/2026 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/17/2026 | Sample type | Acceptance |
| A brief description of the sample | Skid Test 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 | Cristian |
| Last name of sampler or witnessed by | Suarez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | ATKINSON CONSTRUCTION | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 49-0277 R | Structure name | Cholame Creek Overflow Bridge Right |
| Bid Item | 3857483 |
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 | 05-SLO-46 |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2,Lane #3 | Station | 55.18 |
Test Details
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DIME Sample ID: 2026-04-17-4
DIME Test ID: 2026-04-17-4-3
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: 2026-05-06
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/06/2026
Air Temperature: 67
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: 155
Reference Distance 2: 158
Reference Distance 3: 161
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: 13
Position for Stationing 2: 13
Position for Stationing 3: 13
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: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): CHOLAME BRIDGE.
APPROACH SLAB COMPLIES WITH READINGS OF:.36-.36-.38=.37 AVG
DEPARTURE SLAB COMPLIES WITH READINGS OF:.41-.41-.41= .41 AVG
SHOULDERS DID NOT NEED TO BE TESTED PER CONTRACTOR
Test was verified on 5/6/2026 ✔