Summary for Test 2023-10-30-51-3
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 994639 DEA: 032G5504 EFIS: 0321000238 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT,COL,GLE-5,32,99,149,162-VAR |
| Award Date | 06/13/2023 |
| Closeout Date | Not set |
| Work Description | PLACE AND FURNISH POLYESTER CONCRETE AND REPLACE JOINT SEALS. |
| Location Description | BUTTE, COLUSA, AND GLENN COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/15/2023) |
Sample Information
| Sample Taken Date | 10/30/2023 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 10/30/2023 |
| Sample type | Acceptance | A brief description of the sample | Skid Portable |
| 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 |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | Stationary Lane Closure | DIST-CO-RTE | 03-Nev-80 |
| Direction of Travel | East | Post Mile | |
| Lanes to be Tested | Lane #2 | Station |
Test Details
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DIME Sample ID: 2023-10-30-51
DIME Test ID: 2023-10-30-51-3
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: 2023-11-03
Test Results
Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 10/30/2023
Air Temperature: 56 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Construction
Edge used to measure position: Left of right lane line
Project Stationing 1: 2321+00 ft
Project Stationing 2: 2321+25 ft
Project Stationing 3: 2321+50 ft
Project Stationing 4: 2321+75 ft
Project Stationing 5: 2322+00 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: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
Position for Stationing 4: 8 ft
Position for Stationing 5: 8 ft
Percent Grade for 1st Stationing: 2.0 %
Percent Grade for 2nd Stationing: 2.0 %
Percent Grade for 3rd Stationing: 2.0 %
Percent Grade for 4th Stationing: 2.0 %
Percent Grade for 5th Stationing: 2.0 %
Corrected Coefficients of Friction for Stationing 1: 0.32
Corrected Coefficients of Friction for Stationing 2: 0.32
Corrected Coefficients of Friction for Stationing 3: 0.31
Corrected Coefficients of Friction for Stationing 4: 0.33
Corrected Coefficients of Friction for Stationing 5: 0.33
Average Coefficient of Friction: 0.32
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/3/2023 ✔