Summary for Test 2025-04-15-6-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 212861 DEA: 101H2804 EFIS: 1017000190 |
|---|---|
| DIST-CO-RTE-PM | 10-STA-5-10.7/25.5 |
| Award Date | 02/06/2024 |
| Closeout Date | Not set |
| Work Description | BRIDGE DECK OVERLAY WITH POLYESTER CONCRETE, REPLACE APPROACH SLABS & JOINT SEALS IN STANISLAUS COUNTY ON STATE ROUTE 5 FROM FINK ROAD UC TO KHALSA ROAD UC. |
| Location Description | STANISLAUS AND MERCED COUNTIES. |
| QA Service Level | 1 (Verified on 03/23/2020) |
Sample Information
| Sample Taken Date | 04/15/2025 | Sample Unique Key | 6 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 04/15/2025 |
| Sample type | Acceptance | A brief description of the sample | Skid Testing Request |
| The quantity of what the sample constitutes | Multiple Lanes | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Sai | Last name of sampler or witnessed by | Kasaraneni |
| Title of sampler | William Chen | Telephone number of sampler | 5105172038 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Myers and Sons Construction | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | 38-0114L | |
| Structure name | Fink Road UC | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 10-Sta-5 |
| Direction of Travel | South | Post Mile | 10.71 |
| Lanes to be Tested | Lane #1 | Station |
Test Details
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DIME Sample ID: 2025-04-15-6
DIME Test ID: 2025-04-15-6-2
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: 2025-04-25
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 04/15/2025
Air Temperature: 60
Tire Pressure: 25
Equipment PST #: 10007/1008
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 ROAD EDGE
Reference Distance 1: 15
Reference Distance 2: 18
Reference Distance 3: 21
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): TESTED APPROACH SLABS AND DEPARTURE SLABS BOTH MET SPECS WITH AVG OF .38
Test was verified on 4/25/2025 ✔