Summary for Test 2024-09-18-27-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994751 DEA: 010C5004 EFIS: 0112000292 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-36-11.3/34.6 |
| Award Date | 03/02/2023 |
| Closeout Date | Not set |
| Work Description | Project Name: Bridge Rail Replacement - 3 Bridges |
| Location Description | Hely Creek, Little Larabee Creek and Butte Creek Bridge. |
| QA Service Level | 1 (Verified on 04/27/2023) |
Sample Information
| Sample Taken Date | 09/18/2024 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 09/18/2024 |
| 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 | Job Site | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Hely Creek | 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 | |
| Direction of Travel | West | Post Mile | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-09-18-27
DIME Test ID: 2024-09-18-27-1
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: 2024-09-19
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 09/18/2024
Air Temperature: 70 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Beginning of the Approach
Edge used to measure position: Left of the Right Bridge curb
Reference Distance 1: 4 ft
Reference Distance 2: 8 ft
Reference Distance 3: 8 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
Position for Stationing 1: 4 ft
Position for Stationing 2: 4 ft
Position for Stationing 3: 7 ft
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.35
Corrected Coefficients of Friction for Stationing 3: 0.31
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/19/2024 ✔