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Sample Record for 2025-04-15-6

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Project Information

Project ID: 212861 DEA: 101H2804 EFIS: 1017000190 QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-5-10.7/25.5
Work Description: BRIDGE DECK OVERLAY WITH POLYESTER CONCRETE, REPLACE APPROACH SLABS & JOINT SEALS IN STANISLAUS COUNTY ON STATE ROUTE 5 FROM FINK ROAD UC TO KHALSA ROAD UC.
Location Description: STANISLAUS AND MERCED COUNTIES.
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: Zubair Anwar Structure Rep.: Sai Kasaraneni

Sample Information

DIME Sample ID: 2025-04-15-6
TL Number from the TL Form:
Sample Submitted By Organization: CT D10 - Turlock Structures Construction Field Office
Sample Organization Contact: (209) 815-3666
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 04/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/15/2025
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: 38-0114L
Structure name: Fink Road UC
The fabricator/manufacturer/facility name: Myers and Sons Construction

Material Information

Pavement Surface Type: Polyester Concrete
Type of Traffic Control Provided: Stationary Lane Closure
DIST-CO-RTE: 10-Sta-5
Direction of Travel: South
Post Mile: 10.71
Lanes to be Tested: Lane #1
Station:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-04-15-6-2
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 04/25/2025
Date Tested: 04/15/2025
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: TESTED APPROACH SLABS AND DEPARTURE SLABS BOTH MET SPECS WITH AVG OF .38
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.39

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2025-04-15-6-1CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)04/15/202504/21/2025Sai KasaraneniCT HQ - FFS - Skid TestingNight work 8PM to 5AM, Please be on-site at 11PM to perform the testing. Call ASR William Chen (510-517-2038) before going on-site.