Summary for Test 2024-06-11-16-1
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 995083 DEA: 051R1604 EFIS: 0523000152 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-82.18, 82.2/82.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Repair high-load hit |
| Location Description | Near Santa Maria, US101 and Clark Ave overcrossing. |
| QA Service Level | 1 (Verified on 08/17/2023) |
Sample Information
| Sample Taken Date | 06/11/2024 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 06/11/2024 |
| Sample type | Acceptance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | BRIDGE DECK | 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 | PCC (Portland Cement 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: 2024-06-11-16
DIME Test ID: 2024-06-11-16-1
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: 2024-06-11
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/11/2024
Air Temperature: 73
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 30
Reference Distance 2: 33
Reference Distance 3: 36
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: 3
Position for Stationing 2: 3
Position for Stationing 3: 3
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: 0.34
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.35
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): CLARK AVENUE OC/BR#51-0232
Test was verified on 6/11/2024 ✔
