Summary for Test 2023-06-21-30-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 214395 DEA: 103A7204 EFIS: 1013000259 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-20.1/24.3 |
| Award Date | 12/12/2019 |
| Closeout Date | 08/23/2023 |
| Work Description | PLACE CRCP AND HMA. |
| Location Description | MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD |
| QA Service Level | 1 (Verified on 09/13/2019) |
Sample Information
| Sample Taken Date | 06/21/2023 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 06/21/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | ROADWAY | 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 | 9152961873 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | ROADWAY | 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: 2023-06-21-30
DIME Test ID: 2023-06-21-30-3
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: 2023-06-27
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/20/2023
Air Temperature: 60
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: ROADWAY
Edge used to measure position: RIGHT OF ROADS EDGE
Project Stationing 1: 200+00
Project Stationing 2: 800+00
Project Stationing 3: 1300+00
Project Stationing 4: 2000+00 ft
Project Stationing 5: 2300+00 ft
Direction and Lane # for Stationing 1: SB LANE #1
Direction and Lane # for Stationing 2: SB LANE #1
Direction and Lane # for Stationing 3: SB LANE #1
Direction and Lane # for Stationing 4: SB LANE #1
Direction and Lane # for Stationing 5: SB LANE #1
Position for Stationing 1: 15
Position for Stationing 2: 15
Position for Stationing 3: 15
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: 0.39
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.37
Corrected Coefficients of Friction for Stationing 4: 0.42
Corrected Coefficients of Friction for Stationing 5: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): SB LANE #1, BEGIN ATWATER TO APPLEGATE
Test was verified on 6/27/2023 ✔