Summary for Test 2024-10-08-3-1
Test performed: CTM 342-August 2012
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
Please click this
link
to view the corrected test.
Project Information
| Project Identifiers | Project ID: 1000080 DEA: 061F2004 EFIS: 0622000190 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-190-R32.8,R40.0 |
| Award Date | 04/05/2024 |
| Closeout Date | 01/23/2025 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, EPOXY INJECTION, AND JOINT SEAL. |
| Location Description | TULARE COUNTY NEAR SPRINGVILLE AT NORTH FORK TULE RIVER BRIDGE AND AT NORTH FORK MIDDLE FORK TULE RIVER BRIDGE |
| QA Service Level | 1 (Verified on 01/29/2024) |
Sample Information
| Sample Taken Date | 10/08/2024 | Sample Unique Key | 3 |
|---|---|---|---|
| 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 | 10/08/2024 |
| Sample type | Acceptance | A brief description of the sample | polyester |
| The quantity of what the sample constitutes | POLYESTER | 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 | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Moving Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
DIME Sample ID: 2024-10-08-3
DIME Test ID: 2024-10-08-3-1
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: 2024-10-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/18/2024
Air Temperature: 59
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 50
Reference Distance 2: 53
Reference Distance 3: 56
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: 15
Position for Stationing 2: 15
Position for Stationing 3: 15
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: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.42
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): North Fork Tule River Bridge #46-0008
Test was verified on 10/18/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.
