Summary for Test 2023-09-15-45-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 215242 DEA: 060H3604 EFIS: 0600000935 COOP: 061720 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-99-28.1/30.9 |
| Award Date | 09/16/2021 |
| Closeout Date | Not set |
| Work Description | Veterans Blvd project includes 6-lane arterial roadway in NW Fresno, freeway interchange at SR-99; grade separations over the Union Pacific Railroad, HSR line & Golden State Blvd & multi-purpose trail & adaptive intelligent transportation system tech. |
| Location Description | SR 99 & Veterans Blvd Interchange Alignment between W Hendon Ave to W Shaw Ave |
| QA Service Level | 2 (Verified on 10/15/2020) |
Sample Information
| Sample Taken Date | 09/15/2023 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2023 | Sample type | Department Acceptance |
| A brief description of the sample | BRIDGE DECK | The quantity of what the sample constitutes | BRIDGE DECK |
| 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 | 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: 2023-09-15-45
DIME Test ID: 2023-09-15-45-3
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: 2023-11-06
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/21/2023
Air Temperature: 61
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 100
Reference Distance 2: 103
Reference Distance 3: 106
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: 22
Position for Stationing 2: 22
Position for Stationing 3: 22
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: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): GOLDEN STATE/42C-0673. APPROACH AND DEPARTURE SLABS DID NOT MEET SPECS
Test was verified on 11/6/2023 ✔