Summary for Test 2024-05-13-1-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000023 DEA: 061F2104 EFIS: 0622000191 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99,233-Var |
| Award Date | 03/13/2024 |
| Closeout Date | 12/10/2024 |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 01/08/2024) |
Sample Information
| Sample Taken Date | 05/13/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/13/2024 | Sample type | Department Acceptance |
| A brief description of the sample | TRIAL SLAB | 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 | N/A | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-05-13-1
DIME Test ID: 2024-05-13-1-1
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: 2024-05-16
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/15/2024
Air Temperature: 65
Tire Pressure: 25
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 TRIAL SLAB
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 2
Reference Distance 2: 5
Reference Distance 3: 8
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: 7
Position for Stationing 2: 7
Position for Stationing 3: 7
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: 0.50
Corrected Coefficients of Friction for Stationing 2: 0.50
Corrected Coefficients of Friction for Stationing 3: 0.50
Average Coefficient of Friction: 0.50
General comments (publicly viewable) (Max 1000 characters): TRIAL SLAB/BR # 50-0243
Test was verified on 5/16/2024 ✔