Summary for Test 2023-11-07-46-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 |
---|---|
DIST-CO-RTE-PM | 02-SIS-3,263-48.5/49.7 - 49.41 |
Award Date | 06/09/2023 |
Closeout Date | Not set |
Work Description | Roadway Rehabilitation |
Location Description | 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41 |
QA Service Level | 1 (Verified on 06/06/2017) |
Sample Information
Sample Taken Date | 11/07/2023 | Sample Unique Key | 46 |
---|---|---|---|
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 | 11/07/2023 |
Sample type | Department Acceptance | A brief description of the sample | Towed Trailer |
The quantity of what the sample constitutes | Skid Tesitng | 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 | Yreka Mainline |
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 | 02-Sis-3 |
Direction of Travel | North | Post Mile | |
Lanes to be Tested | Lane #1 | Station |
Test Details
DIME Sample ID: 2023-11-07-46
DIME Test ID: 2023-11-07-46-1
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: 2023-11-08
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/07/2023
Air Temperature: 53 F
Tire Pressure: 25 psi
Equipment PST #: 7010835
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Post Miles
Edge used to measure position: Left of Right Construction Edge
Project Stationing 1: 500+38 ft
Project Stationing 2: 500+82 ft
Project Stationing 3: 501+45 ft
Project Stationing 4: 502+71 ft
Project Stationing 5: 503+24 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
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 12 ft
Position for Stationing 2: 12 ft
Position for Stationing 3: 12 ft
Position for Stationing 4: 12 ft
Position for Stationing 5: 12 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.23
Corrected Coefficients of Friction for Stationing 2: 0.23
Corrected Coefficients of Friction for Stationing 3: 0.20
Corrected Coefficients of Friction for Stationing 4: 0.20
Corrected Coefficients of Friction for Stationing 5: 0.22
Average Coefficient of Friction: 0.22
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/8/2023 ✔