Summary for Test 2024-10-14-23-1
Test performed: CTM 342-August 2012
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Project Information
Project Identifiers | Project ID: 1000120 DEA: 101N4204 EFIS: 1021000184 |
---|---|
DIST-CO-RTE-PM | 10-STA-99,132-Var |
Award Date | 05/03/2024 |
Closeout Date | Not set |
Work Description | POLYESTER CONCRETE, METHACRYLATE DECK, JOINT SEALS, & CONFORM TAPERS. |
Location Description | STANISLAUS COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 02/26/2024) |
Sample Information
Sample Taken Date | 10/14/2024 | Sample Unique Key | 23 |
---|---|---|---|
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 | 10/14/2024 |
Sample type | Acceptance | A brief description of the sample | polyester |
The quantity of what the sample constitutes | POLYESTER | 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 | Polyester Concrete |
---|---|---|---|
Type of Traffic Control Provided | Moving Lane Closure | DIST-CO-RTE | |
Direction of Travel | Post Mile | ||
Lanes to be Tested | Station |
Test Details
DIME Sample ID: 2024-10-14-23
DIME Test ID: 2024-10-14-23-1
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: 2024-10-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/16/2024
Air Temperature: 73 F
Tire Pressure: 24 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 70 ft
Reference Distance 2: 73 ft
Reference Distance 3: 76 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: 15 ft
Position for Stationing 2: 15 ft
Position for Stationing 3: 15 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: 0.46
Corrected Coefficients of Friction for Stationing 2: 0.46
Corrected Coefficients of Friction for Stationing 3: 0.46
Average Coefficient of Friction: 0.46
General comments (publicly viewable) (Max 1000 characters): KEYES RD OH BR#38-0156Y.
Test was verified on 10/18/2024 ✔
Warning: The test results shown on this page have been superseded and are invalid.
This information is for reference only.