Design and Fabrication of the Guideway Superstructure for the Miami METROMOVER
The guideways for the driverless rubber-tired vehicles are entirely aerial. As a result of severe restrictions on horizontal alignment and pier locations imposed by the downtown Miami...
Unique Considerations in the Detroit DPM Foundation Design
Foundation design for the guideway of Detroit's Downtown People Mover (DPM) was influenced by a variety of unique considerations. Severe loading conditions were created by...
Unique Features of Automated People Mover Systems
This paper identifies the characteristics and unique features of the automated transit system presently being installed in the central business district of Detroit, Michigan. This system...
Downtown People Mover System Security: Detroit and Miami Responses
The Detroit and Miami downtown people mover (DPM) systems will be in uncontrolled environments in major urban central business districts. Both plan not to have personnel on vehicles or...
Detroit's DPM Maintenance and Control Facility
The Maintenance and Control Facility (MCF), a single building complex for the Detroit Downtown People Mover (DPM) system, incorporates the people mover system's transit vehicle...
Downtown People Mover Operating and Maintenance Personnel Requirements
Two major automated Downtown People Mover (DPM) projects, Miami and Detroit, are expected to be in operation within a year. These two DPM systems are similar in many respects: automation,...
Maintenance Requirements of People Mover Systems
The Atlanta Airport Automated Guideway Transit System is comparable to the second or third busiest transit line in the US. The key quality indicators of system performance are discussed...
Toward User-Oriented Failure Management Strategies for the Morgantown People Mover
The Morgantown People Mover (MPM) is the most sophisticated automated people movers in the United States. It is the only one that offers 'personalized' service...
Learning from Failures: Procedural Changes in the Design and Construction Process to Reduce Failures
This paper first defines failures and their number and scope in the design and construction fields. It then presents the writer's opinion as to the cause of the failures and...
The Resident Engineer?Experience and Judgment
This paper gives the author's definition of the Resident Engineer. The duties, responsibilities, qualifications and authority of the U. S. Naval officers assigned as Resident...
The WMATA Resident Engineer?The Team He Leads and His Responsibilities
This paper discusses the role of the Resident Engineer as a key member of any construction team. It uses the organization and functions as practiced at the Washington Metropolitan Area...
Constraints of Personnel Staffing and Funding
Staffing and project funding are discussed in this paper as they relate to the accomplishment of the construction office responsibilities for the Central Arizona Project. General staffing...
Ensuring Quality Construction
This paper describes the US Army Corps of Engineers' efforts at procuring quality construction: 1) a three-phase approach (preparatory, initial, follow-up) was developed to...
Navy Construction Contract Administration
A U. S. Navy Civil Engineer Corps Officer portrays the varied responsibilities of a Resident Engineer administering construction contracts for the military service. The challenges, rewards...
The Corps Resident Engineer
The paper briefly defines the authority, duties and responsibilities of a resident engineer (RE) in the U. S. Army Corps of Engineers. Based on these, it is concluded that the RE has the...
Computer Keeps New Orleans: Head Above Water
The city of New Orleans has been beset with drainage problems since its founding in 1718. A major drainage system was installed in the city in the late 1800s, but it has grown increasingly...
Nine Years' Service with Deep Polymer Impregnation
A test installation of deep polymer impregnation was applied to a heavily traveled bridge deck in Bethlehem, Pennsylvania, in 1975. The deep polymer impregnation process involved drying...
Type C Fly Ash and Clay Stabilization
Because the soils onsite have a high swell potential, a 37 foot high retaining wall was designed with counterforts and was supported by pier foundations to limestone. In order to reduce...
Rigid Pavement Rehabilitation: Interstate 95?Duval County, Florida
Rehabilitation studies have been conducted on Interstate 95 in Duval County, Florida. The rigid, unreinforced pavements were constructed in the late 1950's and 1940's....
Chicago's TARP Challenge?8 Million Tons of Rock
The Metropolitan Sanitary District of Greater Chicago (MSDGC) serves 122 municipalities covering 866 square miles in Cook County, Illinois. Of these cities, towns and villages, 53 have...
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