Summary for Test 2025-08-01-6-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 211183 DEA: 062HT014 EFIS: 0613000318 COOP: HSR1446 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-145,99(var),180,41-various |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct crossings in Madera and Fresno for High Speed Rail project: SR 145, SR 99, SR 180, SR 41. |
| Location Description | Madera and Fresno Counties; HST crossings at SR 145, SR 99, SR 180, SR 41. |
| QA Service Level | 2 (Verified on 02/04/2016) |
Sample Information
| Sample Taken Date | 08/01/2025 | 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 | 08/06/2025 |
| Sample type | Per Request | A brief description of the sample | PCC Bridge Deck |
| The quantity of what the sample constitutes | 1 lane | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Feist |
| Title of sampler | OPTIONAL | Telephone number of sampler | 5593519518 |
| Laboratory sample identification | Linked DIME Sample ID | 2025-08-01-6 | |
| The fabricator/manufacturer/facility name | Outback Fresno | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 41-C0235 | |
| Structure name | Ave 17 OH Madera, CA | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | 06-MAd-Ave 17 |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Shoulder,Lane #1 | Station | S9767+81.04 |
Test Details
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DIME Sample ID: 2025-08-01-6
DIME Test ID: 2025-08-01-6-2
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: 2025-08-08
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 08/07/2025
Air Temperature: 75
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Bridge Wall
Reference Distance 1: 33
Reference Distance 2: 36
Reference Distance 3: 39
Direction and Lane # for Stationing 1: EB
Direction and Lane # for Stationing 2: EB
Direction and Lane # for Stationing 3: EB
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: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.37
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/8/2025 ✔