Summary for Test 2024-08-16-8-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000185 DEA: 101P7404 EFIS: 1022000160 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ,STA-120-Var |
| Award Date | 06/04/2024 |
| Closeout Date | 05/21/2025 |
| Work Description | POLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA. |
| Location Description | SAN JOAQUIN AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/18/2024) |
Sample Information
| Sample Taken Date | 08/16/2024 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/16/2024 | Sample type | Acceptance |
| A brief description of the sample | Polyester Overlay | The quantity of what the sample constitutes | TRIAL SLAB |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Daniel |
| Last name of sampler or witnessed by | Laureno | Title of sampler | Structure Representative |
| Telephone number of sampler | 2094708835 | Laboratory sample identification | idk |
| Linked DIME Sample ID | idk | The fabricator/manufacturer/facility name | Quik Bond |
| Transportation Laboratory (TL) Number | idk | Inspector Lot Number from the Transportation Laboratory (TL) Form | idk |
| Structure unique identifier | 29-0273L | Structure name | McKinley Avenue UC |
| 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 | 10-SJ-120 |
| Direction of Travel | West | Post Mile | 2.29 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2024-08-16-8
DIME Test ID: 2024-08-16-8-1
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: 2024-08-27
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 08/22/2024
Air Temperature: 68
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
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
Reference Distance 2: 73
Reference Distance 3: 76
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: 8
Position for Stationing 2: 8
Position for Stationing 3: 8
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.48
Corrected Coefficients of Friction for Stationing 3: 0.48
Average Coefficient of Friction: 0.48
General comments (publicly viewable) (Max 1000 characters): Trial slab on Spreckles WB around 10:30 pm
Test was verified on 8/27/2024 ✔