Summary for Test 2023-10-24-25-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994785 DEA: 023H32U4 EFIS: 0221000164 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-I5-2.5/R15.9 |
| Award Date | 04/28/2023 |
| Closeout Date | Not set |
| Work Description | Roadway rehabilitation and bridge improvements along I5 in Mount Shasta |
| Location Description | SIS I5 2.5/R15.9 |
| QA Service Level | 1 (Verified on 05/03/2023) |
Sample Information
| Sample Taken Date | 10/24/2023 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/24/2023 |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | JPCP (Jointed Plain Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 02-Sha-5 |
| Direction of Travel | North | Post Mile | |
| Lanes to be Tested | Shoulder | Station |
Test Details
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DIME Sample ID: 2023-10-24-25
DIME Test ID: 2023-10-24-25-1
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: 2023-10-24
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 10/24/2023
Air Temperature: 57 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: Stationing
Edge used to measure position: Right of left construction edge
Project Stationing 1: 400+15 ft
Project Stationing 2: 400+40 ft
Project Stationing 3: 400+65 ft
Project Stationing 4: 400+90 ft
Project Stationing 5: 401+15 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: 4 ft
Position for Stationing 2: 4 ft
Position for Stationing 3: 4 ft
Position for Stationing 4: 4 ft
Position for Stationing 5: 4 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: 0.31
Corrected Coefficients of Friction for Stationing 2: 0.31
Corrected Coefficients of Friction for Stationing 3: 0.25
Corrected Coefficients of Friction for Stationing 4: 0.26
Corrected Coefficients of Friction for Stationing 5: 0.26
Average Coefficient of Friction: 0.28
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/24/2023 ✔