Summary for Test 2023-08-15-27-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994090 DEA: 01434804 EFIS: 0100000672 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-62.0/62.3 |
| Award Date | 10/21/2022 |
| Closeout Date | 10/01/2025 |
| Work Description | Pudding Creek Bridge Widening |
| Location Description | MENDOCINO COUNTY IN FORT BRAGG FROM ELM STREET TO PUDDING CREEK ROAD 421 |
| QA Service Level | 1 (Verified on 07/11/2022) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Skid Portable | The quantity of what the sample constitutes | Skid Testing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jessie |
| Last name of sampler or witnessed by | Wilson | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Job Site | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Not set |
|---|---|---|---|
| Type of Traffic Control Provided | Not set | DIST-CO-RTE | Not set |
| Direction of Travel | Not set | Post Mile | Not set |
| Lanes to be Tested | Not set | Station | Not set |
Test Details
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DIME Sample ID: 2023-08-15-27
DIME Test ID: 2023-08-15-27-1
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: 2023-08-16
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 08/15/2023
Air Temperature: 62 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Foggy
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Beginning of Trial Slab
Edge used to measure position: Right of Left Slab Edge
Reference Distance 1: 3 ft
Reference Distance 2: 6 ft
Reference Distance 3: 9 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: 1 ft
Position for Stationing 2: 1 ft
Position for Stationing 3: 1 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: 0.35
Corrected Coefficients of Friction for Stationing 3: 0.35
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2023 ✔