Summary for Test 2023-07-05-6-2
Test performed: CTM 342-August 2012Project Information
Project Identifiers | Project ID: 994244 DEA: 051F6204 EFIS: 0514000039 |
---|---|
DIST-CO-RTE-PM | 05-SCR-152-1.9 |
Award Date | 11/29/2022 |
Closeout Date | 02/14/2024 |
Work Description | WIDEN BRIDGE, CONCRETE BARRIER, AND MODIFY ELECTRICAL SYSTEM. |
Location Description | SANTA CRUZ COUNTY NEAR WATSONVILLE AT CORRALITOS CREEK BRIDGE |
QA Service Level | 1 (Verified on 09/19/2022) |
Sample Information
Sample Taken Date | 07/05/2023 | Sample Unique Key | 6 |
---|---|---|---|
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 | 07/05/2023 |
Sample type | Department Acceptance | A brief description of the sample | BRIDGE DECK |
The quantity of what the sample constitutes | bridge | 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 | Not set |
---|---|---|---|
Type of Traffic Control Provided | Not set | DIST-CO-RTE | Not set |
Direction of Travel | Not set | Post Mile | Not set |
Lanes to be Tested | Not set | Station | Not set |
Test Details
DIME Sample ID: 2023-07-05-6
DIME Test ID: 2023-07-05-6-2
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: 2023-07-18
Test Results
Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 07/16/2023
Air Temperature: 65 F
Tire Pressure: 24 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN TRIAL SLAB
Edge used to measure position: EDGE OF SLAB
Reference Distance 1: 2 ft
Reference Distance 2: 5 ft
Reference Distance 3: 8 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: 5 ft
Position for Stationing 2: 5 ft
Position for Stationing 3: 5 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: 0.43
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): TRIAL SLAB NB 129/1
Test was verified on 7/18/2023 ✔