Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000300 DEA: 060S0504 EFIS: 0615000047
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-17.5
Work Description: MICROPILING, STRUCTURAL CONCRETE, AND HOT MIX ASPHALT (TYPE A).
Location Description: KERN COUNTY NEAR METTLER AT CALIFORNIA AQUEDUCT BRIDGE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 3005 James Road, Bakersfield, CA 93308
Resident Engineer: James Burford Structure Rep.: Albert Heredia
DIME Sample ID: 2026-01-06-3
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Fresno Construction Field Office
Sample Organization Contact: (559) 243-3828
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 01/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 01/06/2025
The quantity of what the sample constitutes: Multiple Lanes
A brief description of the sample: Skid Testing Request
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 50-0323
Structure name: California Aqueduct Bridge
The fabricator/manufacturer/facility name: GRANITE CONSTRUCTION
Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Stationary Lane Closure
DIST-CO-RTE:
Direction of Travel:
Post Mile: 17.50
Lanes to be Tested: Lane #1,Lane #2
Station:
DIME Test ID: 2026-01-06-3-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/28/2026
Date Tested: 01/27/2026
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: EB DEPARTURE SLAB RECEIVED A .36 AVG WHICH COMPLIES AS WELL.
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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DIME Test ID: 2026-01-06-3-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 01/28/2026
Date Tested: 01/27/2026
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: WB APPROACH SLAB/ WB DEPARTURE SLAB RECIVED A .35 AVG WHICH COMPLIES
Test Result Compliance: complies
Additional Comments When Verified:
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Pavement or Bridge Deck?
|
Bridge Deck
|
|
Average Coefficient of Friction
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0.36
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