Summary for Test 2024-09-25-30-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 212800 DEA: 100G8304 EFIS: 1012000316 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-152,140,152-Var |
| Award Date | 10/31/2023 |
| Closeout Date | Not set |
| Work Description | MERCED SEISMIC RESTORATION |
| Location Description | IN MERCED COUNTY ON STATE ROUTES, 59, 140 AND 152 AT VARIOUS BRIDGES. |
| QA Service Level | 1 (Verified on 12/20/2018) |
Sample Information
| Sample Taken Date | 09/25/2024 | Sample Unique Key | 30 |
|---|---|---|---|
| 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 | 09/25/2024 |
| Sample type | Acceptance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | PCC | 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 | Stationary Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-09-25-30
DIME Test ID: 2024-09-25-30-2
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: 2024-09-30
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 09/30/2024
Air Temperature: 80
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: HOT
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN SLAB
Edge used to measure position: RIGHT OF EDGE
Reference Distance 1: 3
Reference Distance 2: 6
Reference Distance 3: 9
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: 4
Position for Stationing 2: 4
Position for Stationing 3: 4
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: 0.30
Corrected Coefficients of Friction for Stationing 2: 0.34
Corrected Coefficients of Friction for Stationing 3: 0.31
Average Coefficient of Friction: 0.32
General comments (publicly viewable) (Max 1000 characters): EASTSIDE BYPASS 39-0034R APPROACH SLAB
Test was verified on 9/30/2024 ✔