Summary for Test 2023-05-01-21-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994521 DEA: 051N9204 EFIS: 0521000146 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-VAR-var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Polyester concrete overlay, replace joint seals, deck seal. |
| Location Description | 05-SB-101, 150, 154, 225-Var |
| QA Service Level | 1 (Verified on 03/28/2023) |
Sample Information
| Sample Taken Date | 05/01/2023 | Sample Unique Key | 21 |
|---|---|---|---|
| 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 | 05/01/2023 |
| Sample type | 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 | Castillo St UC |
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: 2023-05-01-21
DIME Test ID: 2023-05-01-21-1
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: 2023-05-07
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 05/01/2023
Air Temperature: 53 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Beginning of Trial Area
Edge used to measure position: Right of Left Bridge Wall
Reference Distance 1: 6 ft
Reference Distance 2: 9 ft
Reference Distance 3: 12 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: 20 ft
Position for Stationing 2: 20 ft
Position for Stationing 3: 20 ft
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: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.36
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/7/2023 ✔