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Sample Record for 2026-05-28-4

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

Project Information

Project ID: 994326 DEA: 051C3604 EFIS: 0512000134 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-217-0.9/1.4
Work Description: REPLACE BRIDGE.
Location Description: SANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Manny Yogarajah Structure Rep.: Fabian Velasco

Sample Information

DIME Sample ID: 2026-05-28-4
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3675 - Santa Barbara 1
Sample Organization Contact: (805) 441-6932
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 05/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2026
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: 51-0362
Structure name: San Jose Creek Bridge
The fabricator/manufacturer/facility name: MCM Construction

Material Information

Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Behind K-Rail/Barrier
DIST-CO-RTE: 05-SB-217
Direction of Travel: West
Post Mile: 1.02
Lanes to be Tested: Lane #1,Lane #2
Station:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-05-28-4-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 06/07/2026
Date Tested: 06/04/2026
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: 2FT RIGHT SHOULDER AREA NOT TESTED ALSO 3 FT LEFT SHOULDER NOT TESTED. EVERYTHING TESTED FROM RIGHT SIDE OF NEW BARRIER. APPROACH SLAB COMPLIES WITH AN .35 AVG AND DEPARTURE SLAB COMPLIES WITH A .37 AVG
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Bridge Deck
Average Coefficient of Friction 0.38