Summary for Test 2025-02-18-1-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 995119 EFIS: 0319000004 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-49-R8.7/R10.6 |
| Award Date | 12/08/2023 |
| Closeout Date | Not set |
| Work Description | CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING. |
| Location Description | PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD |
| QA Service Level | 1 (Verified on 11/13/2023) |
Sample Information
| Sample Taken Date | 02/18/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/18/2025 | Sample type | Acceptance |
| A brief description of the sample | Portable Skid Test | The quantity of what the sample constitutes | 0.302019CY |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Harish |
| Last name of sampler or witnessed by | Thakur | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dees Burke | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | 19-0021 | Structure name | NORTH FORK DRY CREEK |
| Bid Item | Not set |
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 | 3-PLA-49 |
| Direction of Travel | North | Post Mile | |
| Lanes to be Tested | Lane #1 | Station | STA154+68.85 |
Test Details
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DIME Sample ID: 2025-02-18-1
DIME Test ID: 2025-02-18-1-1
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: 2025-03-20
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 03/18/2025
Air Temperature: 51
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Bridge Wall
Reference Distance 1: 12
Reference Distance 2: 15
Reference Distance 3: 18
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: 5
Position for Stationing 2: 5
Position for Stationing 3: 5
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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.44
Corrected Coefficients of Friction for Stationing 3: 0.42
Average Coefficient of Friction: 0.43
General comments (publicly viewable) (Max 1000 characters): Contact Asia Maliki @ asia.al.maliki@dot.ca.gov, (530) 414-4897/NORTH FORK DRY CREEK
Test was verified on 3/20/2025 ✔