Summary for Test 2025-04-01-1-8
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994673 DEA: 033F0704 EFIS: 0312000054 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-51-2.0/3.5 |
| Award Date | 08/17/2023 |
| Closeout Date | Not set |
| Work Description | American River Bridge Rehabilitation |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 04/01/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 04/01/2025 |
| 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 | AMERICAN RIVER BRIDGE | 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 | Behind K-Rail/Barrier | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2025-04-01-1
DIME Test ID: 2025-04-01-1-8
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: 2025-04-02
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 04/02/2025
Air Temperature: 51
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF BARRIER
Reference Distance 1: 700
Reference Distance 2: 703
Reference Distance 3: 706
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: 27
Position for Stationing 2: 27
Position for Stationing 3: 27
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: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): AMERICAN RIVER BR/-#24-0003 LANE #2 @ 700FT. LANE #3 TAKEN @ 720FT .36-.36-.39=AVG .37
Test was verified on 4/2/2025 ✔