Summary for Test 2025-09-23-6-5
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994816 DEA: 010E11U4 EFIS: 0123000069 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-1-31.1/31.6 |
| Award Date | 11/15/2023 |
| Closeout Date | Not set |
| Work Description | STRUCTURAL CONC BRIDGE, TEMP BRIDGE AND BAR REINFORCING STEEL. |
| Location Description | MENDOCINO COUNTY NEAR ELK FROM 0.2 MILE SOUTH OF ELK CREEK BRIDGE TO 0.2 MILE NORTH OF ELK CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/22/2023) |
Sample Information
| Sample Taken Date | 09/23/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 09/29/2025 |
| Sample type | Acceptance | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Perry |
| Title of sampler | ASR | Telephone number of sampler | 7074896885 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | geoaggregates | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 23-0123000069 | |
| Structure name | Elk Creek Bridge | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 01-Men-1 |
| Direction of Travel | South | Post Mile | 31.10 |
| Lanes to be Tested | Shoulder,Lane #1,Lane #2 | Station |
Test Details
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DIME Sample ID: 2025-09-23-6
DIME Test ID: 2025-09-23-6-5
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: 2025-11-12
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/10/2025
Air Temperature: 62
Tire Pressure: 25
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 Bridge
Edge used to measure position: Left of Right Bridge Curb
Reference Distance 1: 80
Reference Distance 2: 83
Reference Distance 3: 86
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
Percent Grade for 1st Stationing: 1.0
Percent Grade for 2nd Stationing: 1.0
Percent Grade for 3rd Stationing: 1.0
Corrected Coefficients of Friction for Stationing 1: 0.34
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.34
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/12/2025 ✔