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Sample Record for 2023-04-20-11

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton

Sample Information

DIME Sample ID: 2023-04-20-11
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - FFS - Skid Testing
Sample Organization Contact: (916) 227-7287
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 04/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: Skid Testing
A brief description of the sample: Skid Portable
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Job Site

Material Information

Pavement Surface Type:
Type of Traffic Control Provided:
Direction of Travel:
Post Mile:
Lanes to be Tested:

Test Results

Test 1 of 1

DIME Test ID: 2023-04-20-11-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 04/21/2023
Date Tested: 04/20/2023
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email:
Organization Phone: (916) 227-8588
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.36