Summary for Test 2026-05-21-5-1
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 | 05/21/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/21/2026 | 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 | BERNARD |
| Last name of sampler or witnessed by | GUINTO JR | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | J. FRANCIS COMPANY | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 50-0205F | Structure name | S65-S99 Connector OC |
| Bid Item | 3953545 |
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 | 06-Ker-65 |
| Direction of Travel | South | Post Mile | 0.01 |
| Lanes to be Tested | On Ramp | Station | R0.01 |
Test Details
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DIME Sample ID: 2026-05-21-5
DIME Test ID: 2026-05-21-5-1
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: 2026-06-15
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/04/2026
Air Temperature: 60
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN TRI
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 20
Reference Distance 2: 23
Reference Distance 3: 26
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: 15
Position for Stationing 2: 15
Position for Stationing 3: 15
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: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.43
Corrected Coefficients of Friction for Stationing 3: 0.43
Average Coefficient of Friction: 0.42
General comments (publicly viewable) (Max 1000 characters): TRIAL SLAB
Test was verified on 6/15/2026 ✔