Summary for Test 2024-06-05-41-2
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 | 01/05/2026 |
| 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 | 06/05/2024 | Sample Unique Key | 41 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2024 | Sample type | Acceptance |
| A brief description of the sample | concrete from approach slab | The quantity of what the sample constitutes | APPROACH SLAB |
| 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 | RSC (Rapid Strength Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Moving Lane Closure | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2024-06-05-41
DIME Test ID: 2024-06-05-41-2
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: 2024-06-21
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/19/2024
Air Temperature: 66
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
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: 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: 12
Position for Stationing 2: 12
Position for Stationing 3: 12
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: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.31
Corrected Coefficients of Friction for Stationing 3: 0.28
Average Coefficient of Friction: 0.31
General comments (publicly viewable) (Max 1000 characters): Niels Hanson rd uc/BR#38-0118L
Test was verified on 6/21/2024 ✔