Summary for Test 2023-11-27-8-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 994537 DEA: 010L1604 EFIS: 0121000077 |
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DIST-CO-RTE-PM | 01-MEN-1,101-Var |
Award Date | 06/07/2023 |
Closeout Date | Not set |
Work Description | POLYESTER CONCRETE OVERLAY, RAPID SETTING CONCRETE (PATCH), HMA. |
Location Description | MENDOCINO COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 04/25/2023) |
Sample Information
Sample Taken Date | 11/27/2023 | Sample Unique Key | 8 |
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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 | 11/27/2023 |
Sample type | Department Acceptance | A brief description of the sample | Skid Portable |
The quantity of what the sample constitutes | Skid Testing | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Jessie | Last name of sampler or witnessed by | Wilson |
Title of sampler | Telephone number of sampler | ||
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 | Trial Slab |
Material Information
Material Type | Roadway/Bridge Surface | Pavement Surface Type | Methacrylate Resin |
---|---|---|---|
Type of Traffic Control Provided | N/A | DIST-CO-RTE | 01-Men-1 |
Direction of Travel | North | Post Mile | |
Lanes to be Tested | Shoulder | Station |
Test Details
DIME Sample ID: 2023-11-27-8
DIME Test ID: 2023-11-27-8-1
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: 2023-11-28
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/27/2023
Air Temperature: 52 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Beginning of Trial Slab
Edge used to measure position: Right of Left Trial Slab Edge
Reference Distance 1: 3 ft
Reference Distance 2: 6 ft
Reference Distance 3: 9 ft
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: 11 ft
Position for Stationing 2: 11 ft
Position for Stationing 3: 11 ft
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: 0.48
Corrected Coefficients of Friction for Stationing 2: 0.48
Corrected Coefficients of Friction for Stationing 3: 0.48
Average Coefficient of Friction: 0.48
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/28/2023 ✔