Summary for Test 2026-06-11-1-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1002200 DEA: 061G1904 EFIS: 0623000160 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-58,65,99,178-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Furnish and place polyester concrete overlay |
| Location Description | Construction on State Highway in Kern County at various locations. |
| QA Service Level | 1 (Verified on 05/08/2026) |
Sample Information
| Sample Taken Date | 06/11/2026 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 06/11/2026 |
| 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 | VICENTE | Last name of sampler or witnessed by | CARRASCO SANCHEZ |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | J. FRANCIS CO. | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 50-0516 | |
| Structure name | MORNING DRIVE OC | Bid Item | 3953548 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Methacrylate Resin |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 06-KER-178 |
| Direction of Travel | North | Post Mile | 7.00 |
| Lanes to be Tested | Lane #3 | Station |
Test Details
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DIME Sample ID: 2026-06-11-1
DIME Test ID: 2026-06-11-1-2
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: 2026-06-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/16/2026
Air Temperature: 84
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 BRIDGE
Edge used to measure position: RIGHT OF BARRIER
Reference Distance 1: 50
Reference Distance 2: 53
Reference Distance 3: 56
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: 1.0
Percent Grade for 2nd Stationing: 1.0
Percent Grade for 3rd Stationing: 1.0
Corrected Coefficients of Friction for Stationing 1: 0.45
Corrected Coefficients of Friction for Stationing 2: 0.45
Corrected Coefficients of Friction for Stationing 3: 0.45
Average Coefficient of Friction: 0.45
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2026 ✔