Summary for Test 2023-03-24-44-2
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169 |
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DIST-CO-RTE-PM | 05-SB-101-4.4/R7.7 |
Award Date | 03/01/2021 |
Closeout Date | Not set |
Work Description | Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B. |
Location Description | 101 freeway in Summerland, CA |
QA Service Level | 1 (Verified on 05/06/2021) |
Sample Information
Sample Taken Date | 03/24/2023 | Sample Unique Key | 44 |
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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 | 03/24/2023 |
Sample type | Department Acceptance | A brief description of the sample | Portable Skid Test |
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 | AT THE 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 | 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: 2023-03-24-44
DIME Test ID: 2023-03-24-44-2
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: 2023-04-13
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 03/24/2023
Air Temperature: 61 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Beginning of approach
Edge used to measure position: Left of right bridge wall
Reference Distance 1: 12 ft
Reference Distance 2: 15 ft
Reference Distance 3: 18 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: 14 ft
Position for Stationing 2: 14 ft
Position for Stationing 3: 14 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: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.37
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): Bridge
Test was verified on 4/13/2023 ✔