Summary for Test 2023-02-02-43-3
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 | 02/02/2023 | Sample Unique Key | 43 |
|---|---|---|---|
| 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 | 02/02/2023 |
| Sample type | Department Acceptance | A brief description of the sample | BRIDGE DECK |
| The quantity of what the sample constitutes | 66FT LONG | 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 | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CT | 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 | Not set |
|---|---|---|---|
| Type of Traffic Control Provided | Not set | DIST-CO-RTE | Not set |
| Direction of Travel | Not set | Post Mile | Not set |
| Lanes to be Tested | Not set | Station | Not set |
Test Details
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DIME Sample ID: 2023-02-02-43
DIME Test ID: 2023-02-02-43-3
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: 2025-04-10
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 04/10/2025
Air Temperature: 67
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 75
Reference Distance 2: 78
Reference Distance 3: 81
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: 10
Position for Stationing 2: 10
Position for Stationing 3: 10
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): West Belmont Ave OH – Bridge No. 42C0731. TESTED AGAIN AT 500-503-506 FT .39/.39/.39=AVG .39
Test was verified on 4/10/2025 ✔