Summary for Test 2023-08-15-29-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 08/15/2023 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | MAINLINE | The quantity of what the sample constitutes | MAINLINE |
| 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 | ||
| 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: 2023-08-15-29
DIME Test ID: 2023-08-15-29-1
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: 2023-08-17
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 08/17/2023
Air Temperature: 92
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN ROADWAY
Edge used to measure position: RIGHT OF ROAD EDGE
Project Stationing 1: 75+00
Project Stationing 2: 100+00
Project Stationing 3: 125+00
Project Stationing 4: 150+00 ft
Project Stationing 5: 175+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: 3
Position for Stationing 2: 3
Position for Stationing 3: 3
Position for Stationing 4: 3 ft
Position for Stationing 5: 3 ft
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
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: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.41
Corrected Coefficients of Friction for Stationing 4: 0.41
Corrected Coefficients of Friction for Stationing 5: 0.40
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): MAINLINE MOTT RD. Short span but tested other random spots across pavement and the numbers were similar.
Test was verified on 8/17/2023 ✔