Summary for Test 2023-06-11-9-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 993869 DEA: 061E1904 EFIS: 0621000224 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,TUL-41,137,168-Var |
| Award Date | 07/21/2022 |
| Closeout Date | 02/26/2024 |
| Work Description | BRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY. |
| Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/06/2022) |
Sample Information
| Sample Taken Date | 06/11/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 06/11/2023 |
| Sample type | Department Acceptance | A brief description of the sample | polyester |
| 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 | 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 | 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: 2023-06-11-9
DIME Test ID: 2023-06-11-9-2
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: 2023-06-11
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/11/2023
Air Temperature: 59
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF GUTTER
Reference Distance 1: 100
Reference Distance 2: 103
Reference Distance 3: 106
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: 25
Position for Stationing 2: 25
Position for Stationing 3: 25
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: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.42
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): VISUAL INSPECTION DONE ON APPROACH SLAB, LOOKED CONSISTENT WITH BRIDGE DECK AND NO BAD SPOTS FOUND BUT WAS TOO WET STILL TO TEST. DEPARTURE SLAB WAS NOT PLACED
Test was verified on 9/6/2023 ✔