Summary for Test 2026-04-09-6-4
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1001110 DEA: 06484674 EFIS: 0623000083 COOP: 061794 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-- |
| Award Date | 10/03/2024 |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 03/28/2025) |
Sample Information
| Sample Taken Date | 04/09/2026 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 04/09/2026 |
| Sample type | Quality Assurance | A brief description of the sample | CRCP |
| The quantity of what the sample constitutes | 3000 CF | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Lin | Last name of sampler or witnessed by | Mariano |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Golden Empire - Bakersfield | 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 | CRCP (Continuously Reinforced Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2026-04-09-6
DIME Test ID: 2026-04-09-6-4
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: 2026-07-13
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/09/2026
Air Temperature: 91
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: HOT
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN PROJECT
Edge used to measure position: RIGHT OF BARRIER
Project Stationing 1: 200+00
Project Stationing 2: 225+00
Project Stationing 3: 250+00
Project Stationing 4: 275+00 ft
Project Stationing 5: 300+00 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
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 20
Position for Stationing 2: 20
Position for Stationing 3: 20
Position for Stationing 4: 20 ft
Position for Stationing 5: 20 ft
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.35
Corrected Coefficients of Friction for Stationing 3: 0.35
Corrected Coefficients of Friction for Stationing 4: 0.39
Corrected Coefficients of Friction for Stationing 5: 0.41
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): MI-8. VISUALLY INSPECTED ENTIRE ROADWAY, ALL LOOKS UNIFORMED TERMINI TESTED AS WELL WHICH ALSO COMPLIES WITH AN .39 AVG TESTED USING ORIGINAL PORTABLE SKID TEST MACHINE AS WELL AS THE NEW VERSION WITH SIMILAR NUMBERS BEING THE RESULT
Test was verified on 7/13/2026 ✔