Summary for Test 2026-01-06-3-2
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 | Not set |
| 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 |
|---|---|---|---|
| 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 | 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: 2026-01-06-3-2
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: 2026-01-28
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
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 APPROACH SLAB
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 2
Reference Distance 2: 5
Reference Distance 3: 8
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: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.36
Corrected Coefficients of Friction for Stationing 3: 0.35
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): WB APPROACH SLAB/ WB DEPARTURE SLAB RECIVED A .35 AVG WHICH COMPLIES
Test was verified on 1/28/2026 ✔