Summary for Test 2023-05-31-9-4
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026 |
---|---|
DIST-CO-RTE-PM | 05-SLO-101- |
Award Date | 10/04/2022 |
Closeout Date | Not set |
Work Description | !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101. |
Location Description | Not set |
QA Service Level | 1 (Verified on 12/29/2022) |
Sample Information
Sample Taken Date | 05/31/2023 | Sample Unique Key | 9 |
---|---|---|---|
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 | 05/31/2023 |
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 |
Material Information
Material Type | Roadway/Bridge Surface | Pavement Surface Type | Not set |
---|---|---|---|
Type of Traffic Control Provided | Not set | DIST-CO-RTE | Not set |
Direction of Travel | Not set | Post Mile | Not set |
Lanes to be Tested | Not set | Station | Not set |
Test Details
DIME Sample ID: 2023-05-31-9
DIME Test ID: 2023-05-31-9-4
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: 2023-06-02
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 05/31/2023
Air Temperature: 58 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Beginning of Trial Slab
Edge used to measure position: Left of the Right Trial Slab Edge
Project Stationing 1: 3+00 ft
Project Stationing 2: 5+00 ft
Project Stationing 3: 5+00 ft
Project Stationing 4: 5+00 ft
Project Stationing 5: 5+00 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: 3 ft
Position for Stationing 2: 3 ft
Position for Stationing 3: 5 ft
Position for Stationing 4: 5 ft
Position for Stationing 5: 5 ft
Percent Grade for 1st Stationing: 1.0 %
Percent Grade for 2nd Stationing: 1.0 %
Percent Grade for 3rd Stationing: 1.0 %
Percent Grade for 4th Stationing: 1.0 %
Percent Grade for 5th Stationing: 1.0 %
Corrected Coefficients of Friction for Stationing 1: 0.28
Corrected Coefficients of Friction for Stationing 2: 0.24
Corrected Coefficients of Friction for Stationing 3: 0.24
Corrected Coefficients of Friction for Stationing 4: 0.24
Corrected Coefficients of Friction for Stationing 5: 0.24
Average Coefficient of Friction: 0.25
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔