Summary for Test 2023-11-13-57-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 214261 DEA: 06484604 EFIS: 0600000484 COOP: 061726 |
|---|---|
| DIST-CO-RTE-PM | 06--,99- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | The bridge work includes construction of ten (10) new bridges as part of the future SR-58 Centennial Corridor. This work includes constructing one (1) Viaduct, four (4) Undercrossings, three (3) Overcrossings, and two (2) Connector Overcrossings. In addit |
| Location Description | n Kern County in Bakersfield on Route 58 from 0.1 miles west of Mohawk St to Cottonwood Rd and on Route 99 from 0.8 miles south of Route 58 to 0.3 Miles north of Route 58 |
| QA Service Level | 2 (Verified on 08/05/2019) |
Sample Information
| Sample Taken Date | 11/13/2023 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/13/2023 | Sample type | Department Acceptance |
| A brief description of the sample | Skid Portable | 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 | Commerce Drive UC | |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | 06-Ker-58 |
| Direction of Travel | West | Post Mile | |
| Lanes to be Tested | Lane #1 | Station |
Test Details
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DIME Sample ID: 2023-11-13-57
DIME Test ID: 2023-11-13-57-2
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: 2023-11-15
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/13/2023
Air Temperature: 67 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of the right lane line
Reference Distance 1: 28 ft
Reference Distance 2: 31 ft
Reference Distance 3: 34 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: 10 ft
Position for Stationing 2: 10 ft
Position for Stationing 3: 10 ft
Percent Grade for 1st Stationing: 1.0 %
Percent Grade for 2nd Stationing: 1.0 %
Percent Grade for 3rd Stationing: 1.0 %
Corrected Coefficients of Friction for Stationing 1: 0.39
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/15/2023 ✔