Summary for Test 2023-02-02-44-6
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 214953 DEA: 063HT024 EFIS: 0617000190 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-VAR- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | The Project consists of 21 miles of trackway for the High?Speed Rail through the counties of Tulare and Kern in the vicinity of Wasco, California. It includes several grade separated crossings, a pedestrian crossing, and a non-standard structure. |
| Location Description | Counties of Tulare and Kern at SR43/SR46 |
| QA Service Level | 2 (Verified on 05/05/2020) |
Sample Information
| Sample Taken Date | 02/02/2023 | Sample Unique Key | 44 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 02/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | BRDGE DECK AND APPROACH |
| The quantity of what the sample constitutes | 415FT | 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 | SKID TEST | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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: 2023-02-02-44
DIME Test ID: 2023-02-02-44-6
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: 2023-03-06
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 02/02/2023
Air Temperature: 54
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN DEPARTURE SLAB
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 4
Reference Distance 2: 7
Reference Distance 3: 10
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.28
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/6/2023 ✔