Summary for Test 2026-08-10-3-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 213918 DEA: 063HT014 EFIS: 0615000116 |
|---|---|
| DIST-CO-RTE-PM | 06--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 02/04/2019) |
Sample Information
| Sample Taken Date | 08/10/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/10/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Portable Skid Testing | The quantity of what the sample constitutes | 1 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Don |
| Last name of sampler or witnessed by | Ctibor | Title of sampler | Skid Test |
| Telephone number of sampler | 559-939-7402 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AT THE JOB SITE | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 45-0106 | Structure name | IL#8 SR43 OC North of Nevada |
| Bid Item | 0 |
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 | |
| Direction of Travel | Post Mile | 6.81 | |
| Lanes to be Tested | Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2026-08-10-3
DIME Test ID: 2026-08-10-3-1
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: 2026-08-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 08/17/2026
Air Temperature: 81
Tire Pressure: 25
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: 100
Reference Distance 2: 103
Reference Distance 3: 106
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: 11
Position for Stationing 2: 11
Position for Stationing 3: 11
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.49
Corrected Coefficients of Friction for Stationing 3: 0.49
Average Coefficient of Friction: 0.48
General comments (publicly viewable) (Max 1000 characters): SR43 OH North of Nevada Overcrossing.
NB DIRECTION ALSO COMPLIES WITH AN .48 AVG
Test was verified on 8/18/2026 ✔