Summary for Test 2024-04-30-3-4
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 214197 DEA: 100H8904 EFIS: 1012000159 |
---|---|
DIST-CO-RTE-PM | 10-SJ-120-R0.9/R3.3 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | State Route 120/McKinley Avenue Interchange Project in cooperation with City of Manteca and San Joaquin Council of Governments. |
Location Description | Not set |
QA Service Level | 2 (Verified on 06/26/2019) |
Sample Information
Sample Taken Date | 04/30/2024 | Sample Unique Key | 3 |
---|---|---|---|
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 | 04/30/2024 |
Sample type | Department Acceptance | A brief description of the sample | RAMPS |
The quantity of what the sample constitutes | RAMPS | 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 | 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 | PCC (Portland Cement Concrete) |
---|---|---|---|
Type of Traffic Control Provided | N/A | DIST-CO-RTE | |
Direction of Travel | Post Mile | ||
Lanes to be Tested | Station |
Test Details
DIME Sample ID: 2024-04-30-3
DIME Test ID: 2024-04-30-3-4
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: 2024-05-02
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/01/2024
Air Temperature: 55 F
Tire Pressure: 24 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN ON RAMP
Edge used to measure position: EDGE OF ROAD
Project Stationing 1: 600+00 ft
Project Stationing 2: 600+25 ft
Project Stationing 3: 600+50 ft
Project Stationing 4: 600+75 ft
Project Stationing 5: 700+00 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: 20 ft
Position for Stationing 2: 20 ft
Position for Stationing 3: 20 ft
Position for Stationing 4: 20 ft
Position for Stationing 5: 20 ft
Percent Grade for 1st Stationing: 1.0 %
Percent Grade for 2nd Stationing: 1.0 %
Percent Grade for 3rd Stationing: 1.0 %
Percent Grade for 4th Stationing: 1.0 %
Percent Grade for 5th Stationing: 1.0 %
Corrected Coefficients of Friction for Stationing 1: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.36
Corrected Coefficients of Friction for Stationing 4: 0.38
Corrected Coefficients of Friction for Stationing 5: 0.38
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): MCKINLEY AVE EB ON RAMP PART 2
Test was verified on 5/2/2024 ✔