Summary for Test 2023-05-10-8-4
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
---|---|
DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
Award Date | 01/16/2019 |
Closeout Date | 01/11/2024 |
Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
Sample Taken Date | 05/10/2023 | Sample Unique Key | 8 |
---|---|---|---|
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 | 05/10/2023 |
Sample type | Acceptance | A brief description of the sample | polyester |
The quantity of what the sample constitutes | BRIDGE DECKS | 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 | 4152464791 | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | KING CITY | 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
DIME Sample ID: 2023-05-10-8
DIME Test ID: 2023-05-10-8-4
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: 2023-05-10
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 05/10/2023
Air Temperature: 64
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 5
Reference Distance 2: 8
Reference Distance 3: 11
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: 8
Position for Stationing 2: 8
Position for Stationing 3: 8
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: 0.39
Corrected Coefficients of Friction for Stationing 2: 0.42
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): SALINAS BRIDGE NB APPROACH
Test was verified on 5/10/2023 ✔