Summary for Test 2024-12-29-1-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
| Award Date | 06/05/2021 |
| Closeout Date | Not set |
| Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
| Location Description | 101 freeway in Summerland, CA |
| QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
| Sample Taken Date | 12/29/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/29/2024 | Sample type | Acceptance |
| A brief description of the sample | PCC | The quantity of what the sample constitutes | PCC |
| 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 | 4152464791 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | MAIN LINE | |
| 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 | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Moving Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-12-29-1
DIME Test ID: 2024-12-29-1-1
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: 2025-01-08
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 01/08/2025
Air Temperature: 53 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN PROJECT
Edge used to measure position: RIGHT OF EDGE
Project Stationing 1: 350+00 ft
Project Stationing 2: 350+25 ft
Project Stationing 3: 350+50 ft
Project Stationing 4: 350+75 ft
Project Stationing 5: 400+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: 10 ft
Position for Stationing 2: 10 ft
Position for Stationing 3: 10 ft
Position for Stationing 4: 10 ft
Position for Stationing 5: 10 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: 0.32
Corrected Coefficients of Friction for Stationing 2: 0.33
Corrected Coefficients of Friction for Stationing 3: 0.33
Corrected Coefficients of Friction for Stationing 4: 0.32
Corrected Coefficients of Friction for Stationing 5: 0.33
Average Coefficient of Friction: 0.33
General comments (publicly viewable) (Max 1000 characters): NB- from Santa Claus Lane off ramp to Padaro off ramp. 2.5 miles Tested lane #1 and Shoulder (excluding bridges) according to specs which is within every 528ft for mainline. Entire project limit readings were in the .31-.34 range with no numbers lower than that. The Avg for the 2.5 miles(13,200ft) stretch in each test section are: .31-.32 averages
Test was verified on 1/8/2025 ✔