Summary for Test 2023-10-12-50-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994698 DEA: 101N7804 EFIS: 1022000026 |
|---|---|
| DIST-CO-RTE-PM | 10-MER-99-21.6,23.5 |
| Award Date | 06/08/2023 |
| Closeout Date | 03/22/2024 |
| Work Description | REPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE. |
| Location Description | MERCED COUNTY IN ATWATER AT EAST ATWATER OVERHEAD AND AT WEST ATWATER OVERHEAD |
| QA Service Level | 1 (Verified on 05/09/2023) |
Sample Information
| Sample Taken Date | 10/12/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 10/12/2023 |
| Sample type | Department Acceptance | A brief description of the sample | POLY |
| The quantity of what the sample constitutes | POLY | 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 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Moving Lane Closure | DIST-CO-RTE | |
| Direction of Travel | North | Post Mile | |
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2023-10-12-50
DIME Test ID: 2023-10-12-50-2
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: 2023-10-27
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 10/24/2023
Air Temperature: 55
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 70
Reference Distance 2: 73
Reference Distance 3: 76
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): 99 NB EA ATWATER OH/39-0126L
Test was verified on 10/27/2023 ✔