Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211462 DEA: 063HT004 EFIS: 0600020143
QA Service Level: 2
DIST-CO-RTE-PM: 06-KIN--
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-09-05-15
TL Number from the TL Form:
Sample Submitted By Organization: California High Speed Rail Authority - Selma
Sample Organization Contact: (559) 939-7402
Type of Sample: Quality Assurance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 09/05/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2025
The quantity of what the sample constitutes: Multiple Lanes
A brief description of the sample: skid test
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 16-45C0157
Structure name: Hanford Armona Rd
The fabricator/manufacturer/facility name: Viking Redi Mix Hanford
Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: N/A
DIST-CO-RTE:
Direction of Travel: West
Post Mile: 15.08
Lanes to be Tested: Shoulder,Lane #1
Station:
DIME Test ID: 2025-09-05-15-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 10/02/2025
Date Tested: 10/01/2025
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: HANFORD ARMONA RD
WB-.33/.37/.35=.35 AVG
PRIVATE SIDE-.36/.36/.35=.36 AVG
BOTH COMPLY
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
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Bridge Deck
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Average Coefficient of Friction
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0.36
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