Summary for Test 2024-07-22-22-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 1000075 DEA: 010L9504 EFIS: 0122000067 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101,255-VAR |
| Award Date | 05/03/2024 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE OVERLAY, HMA-A, & COLD PLANE ASPHALT CONCRETE. |
| Location Description | HUMBOLDT COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/05/2024) |
Sample Information
| Sample Taken Date | 07/22/2024 | Sample Unique Key | 22 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/22/2024 |
| 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 | AT THE JOB SITE | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Test Slabs |
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: 2024-07-22-22
DIME Test ID: 2024-07-22-22-2
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: 2024-07-23
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 07/22/2024
Air Temperature: 66 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Beginning of Slab
Edge used to measure position: Left of the right slab edge
Reference Distance 1: 4 ft
Reference Distance 2: 4 ft
Reference Distance 3: 4 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: 3 ft
Position for Stationing 2: 6 ft
Position for Stationing 3: 9 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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.43
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): Methacrylate Trial Slab
Test was verified on 7/23/2024 ✔