Summary for Test 2023-12-05-17-2
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 994639 DEA: 032G5504 EFIS: 0321000238 |
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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 | 12/05/2023 | Sample Unique Key | 17 |
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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 | 12/05/2023 |
Sample type | Acceptance | A brief description of the sample | BRIDGE DECK |
The quantity of what the sample constitutes | BRIDGE DECK | 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 | Methacrylate Resin |
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Type of Traffic Control Provided | Behind K-Rail/Barrier | DIST-CO-RTE | |
Direction of Travel | Post Mile | ||
Lanes to be Tested | Station |
Test Details
DIME Sample ID: 2023-12-05-17
DIME Test ID: 2023-12-05-17-2
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: 2023-12-08
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 12/08/2023
Air Temperature: 42
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: SUNNY
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 50
Reference Distance 2: 53
Reference Distance 3: 56
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: 2
Position for Stationing 2: 2
Position for Stationing 3: 2
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: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): COUNTY RD 35 OC/11-0062
Test was verified on 12/8/2023 ✔