Summary for Test 2023-06-27-4-17
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 213918 DEA: 063HT014 EFIS: 0615000116 |
|---|---|
| DIST-CO-RTE-PM | 06--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | (Alternative Delivery) |
| Location Description | Not set |
| QA Service Level | 2 (Verified on 02/04/2019) |
Sample Information
| Sample Taken Date | 06/27/2023 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/27/2023 | Sample type | Department Acceptance |
| A brief description of the sample | BRIDGE | The quantity of what the sample constitutes | BRIDGE |
| 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 | DAVIS AVE OC | |
| 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: 2023-06-27-4
DIME Test ID: 2023-06-27-4-17
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: 2024-06-19
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/17/2024
Air Temperature: 67
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 100
Reference Distance 2: 103
Reference Distance 3: 106
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Position for Stationing 1: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.32
Corrected Coefficients of Friction for Stationing 3: 0.36
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters): MOUNTAIN VIEW AVE BR#42C0722 EB
Test was verified on 6/19/2024 ✔