Summary for Test 2026-01-06-3-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-166-17.5 |
| Award Date | 08/23/2024 |
| Closeout Date | 06/18/2026 |
| Work Description | MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A). |
| Location Description | KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE |
| QA Service Level | 1 (Verified on 05/06/2024) |
Sample Information
| Sample Taken Date | 01/06/2026 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/06/2025 | 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 | Milo |
| Last name of sampler or witnessed by | GUINTO | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | GRANITE CONSTRUCTION | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 50-0323 | Structure name | California Aqueduct Bridge |
| Bid Item | 3912297 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | 17.50 | |
| Lanes to be Tested | Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2026-01-06-3
DIME Test ID: 2026-01-06-3-1
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: 2026-01-28
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 01/27/2026
Air Temperature: 43 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 1 ft
Reference Distance 2: 4 ft
Reference Distance 3: 7 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
Position for Stationing 1: 12 ft
Position for Stationing 2: 12 ft
Position for Stationing 3: 12 ft
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: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.36
Corrected Coefficients of Friction for Stationing 3: 0.37
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): EB DEPARTURE SLAB RECEIVED A .36 AVG WHICH COMPLIES AS WELL.
Test was verified on 1/28/2026 ✔