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Sample Record for 2023-11-14-43

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

Project Information

Project ID: 214261 DEA: 06484604 EFIS: 0600000484 COOP: 061726 QA Service Level: 2
DIST-CO-RTE-PM: 06--,99-
Work Description: The bridge work includes construction of ten (10) new bridges as part of the future SR-58 Centennial Corridor. This work includes constructing one (1) Viaduct, four (4) Undercrossings, three (3) Overcrossings, and two (2) Connector Overcrossings. In addit
Location Description: n Kern County in Bakersfield on Route 58 from 0.1 miles west of Mohawk St to Cottonwood Rd and on Route 99 from 0.8 miles south of Route 58 to 0.3 Miles north of Route 58
Contractor Name: Security Paving
Contractor Address: Unknown
Resident Engineer: Travis Landas Structure Rep.: Jose Baal

Sample Information

DIME Sample ID: 2023-11-14-43
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: 11/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2023
The quantity of what the sample constitutes: Skid Testing
A brief description of the sample: Towed Trailer
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: NB 99 to WB 58 OC
The fabricator/manufacturer/facility name: Job Site

Material Information

Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: N/A
DIST-CO-RTE: 06-Ker-58
Direction of Travel: North
Post Mile:
Lanes to be Tested: Lane #1
Station:

Test Results

Test 1 of 1

DIME Test ID: 2023-11-14-43-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 11/15/2023
Date Tested: 11/14/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.39