Summary for Test 2024-10-08-3-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000080 DEA: 061F2004 EFIS: 0622000190 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-R32.8,R40.0 |
| Award Date | 04/05/2024 |
| Closeout Date | 01/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, EPOXY INJECTION, AND JOINT SEAL. |
| Location Description | TULARE COUNTY NEAR SPRINGVILLE AT NORTH FORK TULE RIVER BRIDGE AND AT NORTH FORK MIDDLE FORK TULE RIVER BRIDGE |
| QA Service Level | 1 (Verified on 01/29/2024) |
Sample Information
| Sample Taken Date | 10/08/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | polyester | The quantity of what the sample constitutes | POLYESTER |
| 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 | 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: 2024-10-08-3
DIME Test ID: 2024-10-08-3-2
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: 2024-10-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/18/2024
Air Temperature: 73 F
Tire Pressure: 24 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 70 ft
Reference Distance 2: 73 ft
Reference Distance 3: 76 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: 15 ft
Position for Stationing 2: 15 ft
Position for Stationing 3: 15 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: 0.46
Corrected Coefficients of Friction for Stationing 2: 0.46
Corrected Coefficients of Friction for Stationing 3: 0.46
Average Coefficient of Friction: 0.46
General comments (publicly viewable) (Max 1000 characters): North Fork Tule River Bridge #46-0008
Test was verified on 10/18/2024 ✔