Summary for Test 2023-07-18-33-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 993493 DEA: 100Q1224 EFIS: 1014000168 |
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DIST-CO-RTE-PM | 10-MER-99-28.2/R37.3 |
Award Date | 03/30/2022 |
Closeout Date | Not set |
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 | 07/18/2023 | Sample Unique Key | 33 |
---|---|---|---|
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 | 07/18/2023 |
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 |
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
DIME Sample ID: 2023-07-18-33
DIME Test ID: 2023-07-18-33-1
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: 2023-07-20
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 07/18/2023
Air Temperature: 87 F
Tire Pressure: 25 psi
Equipment PST #: 7010835
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Post Miles
Edge used to measure position: Left Wheel Track
Project Stationing 1: 354+37 ft
Project Stationing 2: 353+20 ft
Project Stationing 3: 352+71 ft
Project Stationing 4: 352+15 ft
Project Stationing 5: 351+61 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: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
Position for Stationing 4: 8 ft
Position for Stationing 5: 8 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: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.42
Corrected Coefficients of Friction for Stationing 4: 0.40
Corrected Coefficients of Friction for Stationing 5: 0.40
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/20/2023 ✔