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Sample Record for 2026-07-06-8

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Project Information

Project ID: 1001902 DEA: 061H6704 EFIS: 0625000240 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-26.65
Work Description: Replace exiting bridge rail on EB direction of SR 190, demo and reconstruct overhang, remove existing AC overlay, deck overhang strengthening at bridge rail, poly conc overlay, install new ST-75 barrier rail.
Location Description: Tule River Bridge (BR #46-0187).
Contractor Name: Chapco Construction (Matthew Clifford)
Contractor Address: 6000 Mortono Street, Sacramento, CA 95828
Resident Engineer: Cesar Mandujano Structure Rep.: Ye Yang

Sample Information

DIME Sample ID: 2026-07-06-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 07/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/06/2026
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: 46-0187
Structure name: Tule River Bridge
The fabricator/manufacturer/facility name: DBE

Material Information

Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Stationary Lane Closure
DIST-CO-RTE: 06-tul-190
Direction of Travel: East
Post Mile: 26.60
Lanes to be Tested: Lane #1
Station:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-07-06-8-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 07/15/2026
Date Tested: 07/13/2026
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: TULE RIVER BRIDGE #46-0187 ENTIRE BRIDGE VISUALLY INSPECTED AND ALL LOOKED UNIFORMED.
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.47