Summary for Test 2024-03-11-9-7
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 215183 DEA: 101C1704 EFIS: 1014000144 |
---|---|
DIST-CO-RTE-PM | 10-MER-99-R12.7/17.8 |
Award Date | 01/22/2021 |
Closeout Date | Not set |
Work Description | RECONSTRUCT ROADWAY WITH ROADWAY EXCAVATION, PLACE HMA AND CRCP. |
Location Description | MERCED COUNTY IN MERCED FROM 0.2 MILE SOUTH OF CHILDS AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF FRANKLIN ROAD OVERCROSSING. |
QA Service Level | 1 (Verified on 10/20/2020) |
Sample Information
Sample Taken Date | 03/11/2024 | Sample Unique Key | 9 |
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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 | 03/11/2024 |
Sample type | Department Acceptance | A brief description of the sample | APPROACH AND DEPARTURE SLAB |
The quantity of what the sample constitutes | APPROACH AND DEPARTURE SLAB | 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 | PCC (Portland Cement Concrete) |
---|---|---|---|
Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
Direction of Travel | South | Post Mile | |
Lanes to be Tested | Station |
Test Details
DIME Sample ID: 2024-03-11-9
DIME Test ID: 2024-03-11-9-7
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: 2024-03-15
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 03/11/2024
Air Temperature: 49
Tire Pressure: 24
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: LEFT OF WALL
Reference Distance 1: 3
Reference Distance 2: 6
Reference Distance 3: 9
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.33
Corrected Coefficients of Friction for Stationing 3: 0.37
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): Ost- APPROACH SLAB SB
Test was verified on 3/15/2024 ✔