Summary for Test 2023-08-14-37-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 993493 DEA: 100Q1224 EFIS: 1014000168 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-28.2/R37.3 |
| Award Date | 03/30/2022 |
| Closeout Date | 04/30/2025 |
| Work Description | WIDEN CONCRETE PAVEMENT LANES AND BRIDGES. |
| Location Description | MERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE |
| QA Service Level | 1 (Verified on 01/10/2022) |
Sample Information
| Sample Taken Date | 08/14/2023 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/14/2023 | Sample type | Department Acceptance |
| 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 | ||
| 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: 2023-08-14-37
DIME Test ID: 2023-08-14-37-1
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?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 08/14/2023
Air Temperature: 82 F
Tire Pressure: 25 psi
Equipment PST #: 7010835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Post Miles
Edge used to measure position: Right of Road Edge
Project Stationing 1: 328+94 ft
Project Stationing 2: 328+05 ft
Project Stationing 3: 326+69 ft
Project Stationing 4: 325+55 ft
Project Stationing 5: 323+40 ft
Direction and Lane # for Stationing 1: SB Left Wheel Track
Direction and Lane # for Stationing 2: SB Left Wheel Track
Direction and Lane # for Stationing 3: SB Let Wheel Track
Direction and Lane # for Stationing 4: SB Left Wheel Track
Direction and Lane # for Stationing 5: SB Left Wheel Track
Position for Stationing 1: 15 ft
Position for Stationing 2: 15 ft
Position for Stationing 3: 15 ft
Position for Stationing 4: 15 ft
Position for Stationing 5: 15 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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.48
Corrected Coefficients of Friction for Stationing 3: 0.47
Corrected Coefficients of Friction for Stationing 4: 0.41
Corrected Coefficients of Friction for Stationing 5: 0.34
Average Coefficient of Friction: 0.42
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/16/2023 ✔