Summary for Test 2023-10-11-55-1
Test performed: CTM 342-August 2012
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Project Information
| Project Identifiers | Project ID: 994861 DEA: 101N7604 EFIS: 1022000024 |
|---|---|
| DIST-CO-RTE-PM | 10-SJ-4-R16.2 |
| Award Date | 07/24/2023 |
| Closeout Date | 12/18/2024 |
| Work Description | REPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE. |
| Location Description | SAN JOAQUIN COUNTY IN STOCKTON AT MORMON SLOUGH BRIDGE OVERHEAD |
| QA Service Level | 1 (Verified on 06/14/2023) |
Sample Information
| Sample Taken Date | 10/11/2023 | Sample Unique Key | 55 |
|---|---|---|---|
| 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 | 10/11/2023 |
| 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 | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Not set |
|---|---|---|---|
| Type of Traffic Control Provided | Not set | DIST-CO-RTE | Not set |
| Direction of Travel | Not set | Post Mile | Not set |
| Lanes to be Tested | Not set | Station | Not set |
Test Details
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DIME Sample ID: 2023-10-11-55
DIME Test ID: 2023-10-11-55-1
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: 2023-10-17
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 10/11/2023
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 TRIAL SLAB
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 2
Reference Distance 2: 5
Reference Distance 3: 8
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: 3
Position for Stationing 2: 3
Position for Stationing 3: 3
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2023 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.