Summary for Test 2024-04-15-6-6
Test performed: CTM 342-August 2012
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Project Information
| Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
| Award Date | 06/30/2020 |
| Closeout Date | Not set |
| Work Description | Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC |
| Location Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 04/15/2024 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/15/2024 | Sample type | Quality Assurance |
| A brief description of the sample | Portable Skid Testing | The quantity of what the sample constitutes | Skid Testing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jessie |
| Last name of sampler or witnessed by | Wilson | Title of sampler | |
| Telephone number of sampler | 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 | Hwy 50 WB Segment 3 | |
| Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | CRCP (Continuously Reinforced Concrete Pavement) |
|---|---|---|---|
| Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | 03-Sac-50 |
| Direction of Travel | West | Post Mile | |
| Lanes to be Tested | Lane #4 | Station |
Test Details
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DIME Sample ID: 2024-04-15-6
DIME Test ID: 2024-04-15-6-6
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: 2024-04-15
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 04/15/2024
Air Temperature: 52 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Beginning of Station
Edge used to measure position: Left of Right Lane Line
Project Stationing 1: 216+33 ft
Project Stationing 2: 216+08 ft
Project Stationing 3: 215+83 ft
Project Stationing 4: 215+58 ft
Project Stationing 5: 215+33 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 7 ft
Position for Stationing 2: 7 ft
Position for Stationing 3: 7 ft
Position for Stationing 4: 7 ft
Position for Stationing 5: 7 ft
Percent Grade for 1st Stationing: 0.0 %
Percent Grade for 2nd Stationing: 0.0 %
Percent Grade for 3rd Stationing: 0.0 %
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.33
Corrected Coefficients of Friction for Stationing 3: 0.33
Corrected Coefficients of Friction for Stationing 4: 0.33
Corrected Coefficients of Friction for Stationing 5: 0.33
Average Coefficient of Friction: 0.33
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/15/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.