Summary for Test 2024-12-11-32-8
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 2949 DEA: 05330714 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-46-51.7/59.8 |
| Award Date | 01/10/2008 |
| Closeout Date | 08/29/2012 |
| Work Description | CONVERT 2 LANE HIGHWAY TO 4 LANE EXPRESSWAY |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 09/19/2012) |
Sample Information
| Sample Taken Date | 12/11/2024 | Sample Unique Key | 32 |
|---|---|---|---|
| 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 | 12/11/2024 |
| Sample type | Quality Assurance | A brief description of the sample | Towed Trailer |
| 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 | Mainline Highway 46 EB Weigh Station | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | CRCP (Continuously Reinforced Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-12-11-32
DIME Test ID: 2024-12-11-32-8
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: 2024-12-16
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 12/11/2024
Air Temperature: 58 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Stationing
Edge used to measure position: Left of Right Construction Edge
Project Stationing 1: 1273+35 ft
Project Stationing 2: 1273+60 ft
Project Stationing 3: 1273+85 ft
Project Stationing 4: 1274+10 ft
Project Stationing 5: 1274+35 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: 21 ft
Position for Stationing 2: 21 ft
Position for Stationing 3: 21 ft
Position for Stationing 4: 21 ft
Position for Stationing 5: 21 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: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.40
Corrected Coefficients of Friction for Stationing 4: 0.40
Corrected Coefficients of Friction for Stationing 5: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/16/2024 ✔