Summary for Test 2023-11-17-16-2
Test performed: CTM 342-August 2012Project Information
| Project Identifiers | Project ID: 215445 DEA: 100X7504 EFIS: 1013000009 |
|---|---|
| DIST-CO-RTE-PM | 10-ALP-4,88,89-var |
| Award Date | 03/18/2021 |
| Closeout Date | 04/22/2025 |
| Work Description | REPLACE BRIDGE RAIL, BARRIER SLAB AND GUARDRAIL. |
| Location Description | ALPINE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 02/01/2021) |
Sample Information
| Sample Taken Date | 11/17/2023 | Sample Unique Key | 16 |
|---|---|---|---|
| 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 | 11/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | Towed Trailer |
| 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 | Marleeville Creek Bridge | Bid Item | Not set |
Material Information
| Material Type | Roadway/Bridge Surface | Pavement Surface Type | Polyester Concrete |
|---|---|---|---|
| Type of Traffic Control Provided | N/A | DIST-CO-RTE | 10-Alp-89 |
| Direction of Travel | South | Post Mile | |
| Lanes to be Tested | Lane #1 | Station |
Test Details
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DIME Sample ID: 2023-11-17-16
DIME Test ID: 2023-11-17-16-2
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: 2023-11-20
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/17/2023
Air Temperature: 42 F
Tire Pressure: 25 psi
Equipment PST #: 7010835
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Road Edge
Reference Distance 1: 8 ft
Reference Distance 2: 11 ft
Reference Distance 3: 14 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
Position for Stationing 1: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
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: 0.44
Corrected Coefficients of Friction for Stationing 2: 0.44
Corrected Coefficients of Friction for Stationing 3: 0.44
Average Coefficient of Friction: 0.44
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/20/2023 ✔