Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84,680-17.9/21
Work Description: ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description: ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Paramjit Pandher Structure Rep.: Kristen We
DIME Sample ID: 2025-07-30-3
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3674 - Oakland
Sample Organization Contact: (510) 719-7463
Type of Sample: Acceptance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 07/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2025
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: 33-0351
Structure name: CALAVERAS Rd SEPARATION 680/84 (WIDEN)
The fabricator/manufacturer/facility name: Bridgeway
Pavement Surface Type: PCC (Portland Cement Concrete)
Type of Traffic Control Provided: Stationary Lane Closure
DIST-CO-RTE: 04-Ala-84
Direction of Travel: South
Post Mile: 17.97
Lanes to be Tested: Lane #5
Station:
DIME Test ID: 2025-07-30-3-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 08/02/2025
Date Tested: 08/02/2025
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: Calaveras Rd Separation/Br. 33-0351
APPROACH SLAB-.38-.33-.34 AVG=.35
DEPARTURE SLAB-.37-.37-.36 AVG=.37
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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0.38
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