Summary for Test 2023-11-07-52-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994567 DEA: 033J2304 EFIS: 0322000233 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-5-26.9 |
| Award Date | 05/19/2023 |
| Closeout Date | 05/23/2024 |
| Work Description | REMOVE UNEVEN PAVEMENT ON RAMP & INSTALL APPROACH SLABS. |
| Location Description | SACRAMENTO COUNTY IN SACRAMENTO AT SAN JUAN ROAD UNDERCROSSING |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 11/07/2023 | Sample Unique Key | 52 |
|---|---|---|---|
| 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 | 11/07/2023 |
| Sample type | Department Acceptance | A brief description of the sample | PCC |
| The quantity of what the sample constitutes | PCC | 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 | PCC (Portland Cement Concrete) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
| Direction of Travel | Post Mile | ||
| Lanes to be Tested | Station |
Test Details
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DIME Sample ID: 2023-11-07-52
DIME Test ID: 2023-11-07-52-3
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: 2023-11-13
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 11/12/2023
Air Temperature: 50
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN APPROACH SLAB
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 4
Reference Distance 2: 7
Reference Distance 3: 11
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: 1.0
Percent Grade for 2nd Stationing: 1.0
Percent Grade for 3rd Stationing: 1.0
Corrected Coefficients of Friction for Stationing 1: 0.37
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): SOUTH 5-E/W 80 CONNECTOR APPROACH SLAB. SLAB LOOKED CONSISTENT THROUGHOUT.
Test was verified on 11/13/2023 ✔