Summary for Test 2024-05-08-17-111
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 | 05/08/2024 | Sample Unique Key | 17 |
|---|---|---|---|
| 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 | 05/08/2024 |
| Sample type | Department Acceptance | A brief description of the sample | MAINLINE/RAMP |
| The quantity of what the sample constitutes | MAINLINE/RAMP | 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 | JPCP (Jointed Plain Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
| Direction of Travel | North | Post Mile | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-05-08-17
DIME Test ID: 2024-05-08-17-111
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: 2024-11-13
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 11/12/2024
Air Temperature: 42
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN PROJECT
Edge used to measure position: LEFT OF EDGE
Project Stationing 1: 607+00
Project Stationing 2: 607+25
Project Stationing 3: 607+50
Project Stationing 4: 607+75 ft
Project Stationing 5: 608+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: 24
Position for Stationing 2: 24
Position for Stationing 3: 24
Position for Stationing 4: 24 ft
Position for Stationing 5: 24 ft
Percent Grade for 1st Stationing: 2.0
Percent Grade for 2nd Stationing: 2.0
Percent Grade for 3rd Stationing: 2.0
Percent Grade for 4th Stationing: 2.0 %
Percent Grade for 5th Stationing: 2.0 %
Corrected Coefficients of Friction for Stationing 1: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.40
Corrected Coefficients of Friction for Stationing 4: 0.40
Corrected Coefficients of Friction for Stationing 5: 0.43
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): 598+31-617+51 LANE #1. SHOULDER TESTED AT 613+00-.39,.39,.39T,.42,.44=.41 AVG
Test was verified on 11/13/2024 ✔