Summary for Test 2024-10-08-5-5
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 995485 DEA: 031H1304 EFIS: 0316000059 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,SAC-12-0/0.7 |
| Award Date | 03/29/2024 |
| Closeout Date | 05/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE BRIDGE RAILING. |
| Location Description | SOLANO AND SACRAMENTO COUNTIES IN AND NEAR RIO VISTA FROM VIRGINIA DRIVE TO ROUTE 160 |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 10/08/2024 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/08/2024 | Sample type | Acceptance |
| A brief description of the sample | POLY/METH | The quantity of what the sample constitutes | POLY/METH |
| 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 | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-10-08-5
DIME Test ID: 2024-10-08-5-5
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: 2025-01-22
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 01/22/2025
Air Temperature: 45 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN DEPARTURE SLAB
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 8 ft
Reference Distance 2: 11 ft
Reference Distance 3: 14 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
Position for Stationing 1: 6 ft
Position for Stationing 2: 6 ft
Position for Stationing 3: 6 ft
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: 0.31
Corrected Coefficients of Friction for Stationing 2: 0.35
Corrected Coefficients of Friction for Stationing 3: 0.31
Average Coefficient of Friction: 0.32
General comments (publicly viewable) (Max 1000 characters): RIO VISTA BRIDGE #23-0024 EB DEPARTURE SLAB.WB VISUALLY INSPECTED AND FOUND SOME AREAS TO BE JUST LIKE EB WHICH WOULD ALSO RESULT IN SAME NUMBERS
Test was verified on 1/22/2025 ✔