Summary for Test 2023-09-05-6-1
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 993662 DEA: 061A6404 EFIS: 0620000176 |
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DIST-CO-RTE-PM | 06-FRE-41,180-R23.1,R58.7 |
Award Date | 05/20/2022 |
Closeout Date | 04/24/2024 |
Work Description | PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEAL ASSEMBLY. |
Location Description | FRESNO COUNTY IN FRESNO ON ROUTE 41 AT VENTURA AVENUE VIADUCT AND ON ROUTE 180 AT ROUTE 180/41 CONNECTOR SEPARATION |
QA Service Level | 1 (Verified on 04/04/2022) |
Sample Information
Sample Taken Date | 09/05/2023 | Sample Unique Key | 6 |
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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 | 09/05/2023 |
Sample type | Department Acceptance | A brief description of the sample | TEST SLAB |
The quantity of what the sample constitutes | TEST 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 | 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: 2023-09-05-6
DIME Test ID: 2023-09-05-6-1
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: 2023-09-07
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 09/07/2023
Air Temperature: 64
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN TRIAL SLAB
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 5
Reference Distance 2: 8
Reference Distance 3: 11
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: -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): VENTURA AVE VIADUCT/BR # 42-0278-TEST PANEL
Test was verified on 9/7/2023 ✔