Site work and paving for a road / highway in Newport Beach, California. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Solicitation-20-270-00 Approved by James M. Houlihan Deputy PWD/City EngineerProspective bidders may obtain Bid Documents, Project Specifications and Plans via website. Contractor License Classification(s) required for this project: "A"For further information, call Ben Davis, Project Manager at (949) 644-3317 NOTICE: No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 1. Pavement surface condition assessments were performed to identify distress types and severity levels in general accordance with ASTM D6433. 2. Coring locations were selected in areas of interest and delineated. Dig Alert was notified to identify potential conflicts with known underground utilities prior to drilling. 3. Asphalt concrete (AC) corings were performed at various locations throughout the street segments to measure and identify the various pavement layers, including AC thicknesses, underlying Portland Cement Concrete (PCC) thicknesses (where present), aggregate base thicknesses (where present), and subgrade soil types. 4. Ground penetrating radar (GPR) testing was performed to evaluate potential areas of underlying PCC and the AC layer thickness. 5. Pavement deflection testing was performed using a falling-weight deflectometer to collect deflection data for pavement structural evaluation and overlay thickness analysis and design. 6. Samples collected from the pavement corings were returned to our laboratory and tested for various engineering properties, including R-value, soil classification, and moisture content testing. 7. Pavement engineering analysis was performed to develop pavement repair recommendations. 8. This report was prepared to summarize our work, findings, conclusions, and repair recommendations for the rehabilitation of East Coast Highway from Newport Coast Drive to MacArthur Boulevard and Marguerite Avenue from Bayside Drive to Fifth Avenue This project involved evaluating two roadway segments within the City of Newport Beach: 1) East Coast Highway from Newport Coast Drive to MacArthur Boulevard; and 2) Marguerite Avenue from Bayside Drive to Fifth Avenue. The general location of each roadway segment is illustrated on Plate 1 - Location Map.