Summary for Test 2023-06-25-2-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 214989 DEA: 050L7224 EFIS: 0515000098 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-1-34.5 |
| Award Date | 10/13/2021 |
| Closeout Date | 11/25/2024 |
| Work Description | REPLACE BRIDGE. |
| Location Description | SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 06/25/2023 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/25/2023 | 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 | ||
| 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: 2023-06-25-2
DIME Test ID: 2023-06-25-2-1
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: 2023-06-27
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/26/2023
Air Temperature: 55
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 APPROACH SLAB
Edge used to measure position: LEFT OF GUTTER
Reference Distance 1: 4
Reference Distance 2: 7
Reference Distance 3: 10
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: 15
Position for Stationing 2: 15
Position for Stationing 3: 15
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: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): OLD CREEK APPROACH
Test was verified on 6/27/2023 ✔