Summary for Test 2024-06-18-46-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 215180 DEA: 060Q9204 EFIS: 0614000010 COOP: 061764 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-99-10.4/21.2 |
| Award Date | 12/08/2020 |
| Closeout Date | 11/03/2025 |
| Work Description | CONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT. |
| Location Description | KERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING |
| QA Service Level | 1 (Verified on 09/14/2020) |
Sample Information
| Sample Taken Date | 06/18/2024 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 06/18/2024 |
| 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 | Mainline Hwy 99 PM 19.51-19.9 | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | CRCP (Continuously Reinforced Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 06-Ker-99 |
| Direction of Travel | North | Post Mile | 19.51 |
| Lanes to be Tested | Lane #3 | Station |
Test Details
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DIME Sample ID: 2024-06-18-46
DIME Test ID: 2024-06-18-46-2
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: 2024-06-19
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 06/18/2024
Air Temperature: 61 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Post Mile
Edge used to measure position: Right of Left Lane 4 Line
Project Stationing 1: 199+40 ft
Project Stationing 2: 199+44 ft
Project Stationing 3: 199+48 ft
Project Stationing 4: 199+52 ft
Project Stationing 5: 199+56 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
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 5 ft
Position for Stationing 2: 5 ft
Position for Stationing 3: 5 ft
Position for Stationing 4: 5 ft
Position for Stationing 5: 5 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.42
Corrected Coefficients of Friction for Stationing 4: 0.41
Corrected Coefficients of Friction for Stationing 5: 0.41
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): 491+29 thru 499+02
Test was verified on 6/19/2024 ✔