Summary for Test 2023-06-27-4-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 213918 DEA: 063HT014 EFIS: 0615000116 |
---|---|
DIST-CO-RTE-PM | 06--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | (Alternative Delivery) |
Location Description | Not set |
QA Service Level | 2 (Verified on 02/04/2019) |
Sample Information
Sample Taken Date | 06/27/2023 | Sample Unique Key | 4 |
---|---|---|---|
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 | 06/27/2023 |
Sample type | Department Acceptance | A brief description of the sample | BRIDGE |
The quantity of what the sample constitutes | BRIDGE | 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 | DAVIS AVE OC |
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: 2023-06-27-4
DIME Test ID: 2023-06-27-4-1
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: 2023-07-05
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 07/03/2023
Air Temperature: 90
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 2
Reference Distance 2: 5
Reference Distance 3: 8
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: 1.0
Percent Grade for 2nd Stationing: 1.0
Percent Grade for 3rd Stationing: 1.0
Corrected Coefficients of Friction for Stationing 1: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): WB APPROACH
Test was verified on 7/5/2023 ✔