Summary for Test 2020-08-03-35-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 214796 DEA: 024H1304 EFIS: 0218000134 |
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DIST-CO-RTE-PM | 02-SHA,SIS-5,44,299-VAR |
Award Date | 05/01/2020 |
Closeout Date | 10/05/2021 |
Work Description | TREAT BRIDGE DECKS AND REPLACE JOINT SEALS. |
Location Description | SHASTA AND SISKIYOU COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/20/2020) |
Sample Information
Sample Taken Date | 08/03/2020 | Sample Unique Key | 35 |
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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 | 08/03/2020 |
Sample type | Quality Assurance | A brief description of the sample | Fastrack |
The quantity of what the sample constitutes | 1 Bridge All Lanes Both Direction | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Robert | Last name of sampler or witnessed by | Medina |
Title of sampler | TET | Telephone number of sampler | 916-296-8493 |
Laboratory sample identification | Skid Testing Unit | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | contractor | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 06-0035 | |
Structure name | Redding OH Bridge |
Material Information
Material Type | Roadway/Bridge Surface | Pavement Surface Type | Not set |
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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: 2020-08-03-35
DIME Test ID: 2020-08-03-35-1
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: 2023-02-02
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Robert Medina
Date of test: 08/03/2020
Air Temperature: 90
Tire Pressure: 26
Equipment PST #: 1000-7 & 1000-8
Is Calibration within ± values: Yes
Weather: Clear Night
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: no data
Edge used to measure position: Measured Left of Sidewalk Curb
Reference Distance 1: 11
Reference Distance 2: 11
Reference Distance 3: 11
Direction and Lane # for Stationing 1: WB Lane 2
Direction and Lane # for Stationing 2: WB Lane 2
Direction and Lane # for Stationing 3: WB Lane 2
Position for Stationing 1: 115
Position for Stationing 2: 118
Position for Stationing 3: 121
Percent Grade for 1st Stationing: 3.0
Percent Grade for 2nd Stationing: 3.0
Percent Grade for 3rd Stationing: 3.0
Corrected Coefficients of Friction for Stationing 1: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/2/2023 ✔