Summary for Test 2023-09-15-45-10
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 |
|---|---|---|---|
| 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 | 09/15/2023 |
| Sample type | 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 |
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: 2023-09-15-45-10
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: 2023-11-08
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 11/06/2023
Air Temperature: 57
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 4
Reference Distance 2: 7
Reference Distance 3: 10
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.43
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.46
General comments (publicly viewable) (Max 1000 characters): GOLDEN GATE APPROACH SB. DEPARTURE SLAB RESULTS ARE AS FOLLOWED: .47-.46-.46=.46AVG WHICH ALSO COMPLIES
Test was verified on 11/8/2023 ✔