Summary for Test 2024-05-30-19-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994767 DEA: 043Q5304 EFIS: 0419000221 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4,242,680-VAR |
| Award Date | 06/27/2023 |
| Closeout Date | 01/09/2025 |
| Work Description | POLYESTER CONCRETE OVERLAY, GRIND BRIDGE DECK, & REPLACE JOINT SEALS. |
| Location Description | CONTRA COSTA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 05/30/2024 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Portable Skid Test | The quantity of what the sample constitutes | Skid Testing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jessie |
| Last name of sampler or witnessed by | Wilson | Title of sampler | |
| Telephone number of sampler | 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 | Willow Pass Rd | |
| 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 | South | Post Mile | |
| Lanes to be Tested | Lane #4 | Station |
Test Details
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DIME Sample ID: 2024-05-30-19
DIME Test ID: 2024-05-30-19-1
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: 2024-05-31
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 05/30/2024
Air Temperature: 68 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Lane 4 Line
Reference Distance 1: 14 ft
Reference Distance 2: 17 ft
Reference Distance 3: 20 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: 4 ft
Position for Stationing 2: 4 ft
Position for Stationing 3: 4 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: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/31/2024 ✔