Hashmi Quazi, Phd, PE, GE Principal in Charge/Project Manager
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Hashmi Quazi, PhD, PE, GE Principal in Charge/Project Manager Dr. Quazi has 31 years of experience providing geotechnical engineering services and has earned a reputation for providing quality work in an honest and ethical manner, on time and within budget. In his capacity as Principal in Charge or Project Manager, Dr. Quazi provides quality control, budget oversight, and technical assistance on various types of projects, including pipelines, wastewater treatment plants, reservoirs, and other related studies. He has supervised site investigations and prepared technical reports for facilities located in areas of high liquefaction potential and difficult subsurface conditions. Dr. Quazi is also responsible for the operation and management of our offices in Redlands, Monrovia, Costa EDUCATION Mesa, Palm Desert and Palmdale. Ph.D., Civil Engineering, University of Arizona, 1987 . M.S., Civil Engineering, Arizona State University, 1982 Relevant Experience . B.S., Bangladesh Engineering University, 1978 Pipelines REGISTRATIONS/CERTIFICATIONS La Sierra Pipeline (WMWD), Riverside County, CA. Principal . California, Civil Engineer, #46651 in Charge. Provides technical oversight and budget control for . California, Geotechnical Engineer, the geotechnical investigation report. The project consisted of #2517 approximately 21,000 linear feet of 24-inch diameter water pipeline, installed along La Sierra Avenue and the Riverside PROFESSIONAL MEMBERSHIPS County Flood Control Arlington Channel, Arizona Channel, . American Society of Civil Engineers (ASCE) and Line C-1 Channel. The alignment was located in the City . American Water Works Association of Riverside and the adjacent unincorporated portion of (AWWA) Riverside County, California. American Council of Engineering Companies (ACEC) Simpson Road Sewer Pipeline Repair (EMWD), Menifee, CA. Principal in Charge. Provides technical oversight and budget control for the geotechnical observation and materials testing. The project consists of excavation and replacement of the upper portion of the backfill in a sewer pipeline trench along the approximate centerline of Simpson Road between Rose Meadow Drive and Lindenberger Road in Menifee, California. The subject sewer pipeline was installed in approximately 2007 at a depth of 6 to 8 feet below ground surface. In early 2012, cracking and settlement was observed in the asphalt concrete pavement overlying the sewer trench. Settlement of up to approximately an inch has occurred in some areas. Previously excavated test pits have encountered high moisture contents in the sub-grade soils. Perris Valley Pipeline, Metropolitan Water District, Perris, Riverside County, CA. Principal in Charge. Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation. The project involved construction of a 96-inch diameter water pipeline with a total length of 3.0 miles; turnout structure no. 2 and 3; manhole; and meter vault. Illinois Street Pipeline, Riverside County, CA. Principal in Charge. Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation Hashmi Quazi, PhD, PE, GE Principal in Charge/Project Manager and observation and materials testing for the project. The project consisted of 4,450 linear feet of a new 12-inch PVC pipeline at Illinois Street from Strickland Avenue to the existing Lash Booster Pump Station and Lash Avenue. The pipeline will cross under Riverside Drive, designation at Highway 74, accomplished by jacking and boring a 20-inch steel casing under the road and inserting the 12-inch water pipeline inside. Benson Avenue Sewer Siphon, Chino, CA. Principal in Charge. Provided technical oversight and budget allocation for the materials testing and inspection services. The project consisted of installing approximately 544 linear feet of two 8-inch diameter HDPE pipes within a 24-inch diameter HDPE casing under the State Route (SR)-60 Freeway using the horizontal directional drilling (HDD) method. The bore hole size was 36-inch in diameter. The siphon inlet was at the intersection of Benson Avenue and Portsmouth Street and the outlet was at the intersection of Benson Avenue and Harrison Street. Quadrant II Water Main Replacement, Chino, CA. Principal in Charge. Provided technical oversight and budget allocation for the geotechnical investigation and materials testing and inspection services. The project was provided in phases and included the design of 5,098 linear feet of 8-inch diameter polyvinyl chloride (PVC) with a typical depth to pipeline invert of 50 inches below existing ground surface (bgs). The pipelines were located at various streets throughout Chino, California. The pipelines were installed using the open cut-and-cover technique. Jackson Street Recycled Water Main, Riverside, CA. Principal in Charge. Provided technical oversight and budget allocation for the geotechnical investigation. The project included approximately 2,450 linear feet of 8-inch diameter ductile iron pipeline installed in 24-inch diameter casings originating from an existing recycled water pipeline at the intersection of Van Buren Boulevard and Central Avenue and continuing east along Central Avenue in Riverside, California. The project used bore-and-jack crossing under Union Pacific Railroad crossing. Cactus Feeder II Pipeline, Moreno Valley, CA. Provided technical oversight and budget allocation for the geotechnical investigation and well monitoring installation. The Cactus II Feeder Pipeline project consisted of approximately 29,700 linear feet of 36-inch to 48-inch diameter water pipeline. The pipeline construction also included four turnout facilities. The alignment originates at the existing Cactus I Feeder transmission pipeline at the southeast corner of the Cactus Avenue and Heacock Street intersection. It continues along Cactus Avenue, Indian Street, Alessandro Boulevard, Moreno Beach Drive, Perris Boulevard, and Nason Street. The pipeline construction also included four turnout facilities. Santana River Trail Sewer Pipeline, Corona, CA. Principal in Charge. Provided technical oversight and budget allocation for the materials testing and inspection services. The project consisted of approximately 415 linear feet of overall sewer pipeline to be constructed and 70 linear feet of existing sewer pipeline to be encased in concrete at the Santana River Trail Staging Area in Corona, California. The project included trench backfill, concrete slab and asphalt concrete replacement. Euclid Avenue Pipeline & Wells, Chino, CA. Principal in Charge. Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation. The project consists of 13,000 linear feet of pipeline alignment and well locations along Euclid Ave. in Chino, California. The pipelines consist of 3,600 linear feet of 6-inch diameter Hashmi Quazi, PhD, PE, GE Principal in Charge/Project Manager pressurized water main; 2,100 linear feet of 6-inch diameter raw water pipeline; and 5 segments totaling 8,300 linear feet of 4-inch, 6-inch and 12-inch diameter raw water pipeline. Magnolia Techite Pipeline, Riverside, CA. Principal in Charge. Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation and observation and materials testing for the project. The project involved a pipeline of 5,540 linear feet of 42-inch diameter CML&C steel with an option of 36-inch diameter. The typical depth to pipe invert was approximately 8 feet below existing ground surface (bgs). The pipeline was installed using the open cut-and-cover technique. Irvine Park Water Pipeline, Irvine, CA. Principal in Charge. Provided technical oversight and budget allocation for the materials testing and inspection services. The project involved the installation of modern domestic waterlines within Irvine Regional Park, part of the Orange County Parks system. 27th Street Water Main, Long Beach, CA. Principal in Charge. Provided technical oversight and budget allocation for the materials testing and inspection services. The project consisted of replacing existing water line with 4,100 linear feet of cast iron pipe on East 27th Street, Elm Avenue, Pasadena Avenue, Linden Avenue and Via Passilo in the City of Long Beach, California. California Avenue Sewer, Corona, CA. Principal in Charge. Provided technical oversight and budget allocation for the materials testing and inspection services. The project included construction of 9,050 feet of VCP sewer line, 800 feet of two parallel 12-inch HDPE force mains and jack operation with a 27-inch casing. EM-11 Pipeline & Pump Station, Winchester Area of Riverside County, CA. Principal in Charge. Provided technical and budget oversight, resource allocation and contract management for the geotechnical investigation. The EM-11 project consisted of a large (60 to 72-inch) diameter pipeline which originated from the proposed EM-11 pump station and traverse north approximately 10 to 12 miles to a tank farm north of Simpson Road in the Winchester Area of Riverside County, California. The EM-11 pump station and turnout structure sites hads not been selected yet, however, it is anticipated one pump station will be located near the EM-11 turnout. Additional pump stations and turnout facilities may be required along the selected alignment. Big Bear Lake Water System Improvements, Big Bear Lake, CA. Principal in Charge. Provided technical and budget oversight, resource allocation and contract