Coordination and Control - Staff, Consultants and Participating Agencies for Sacramento Light Rail Transit Project
The Sacramento Light Rail Transit Project is an 18. 3 mile (29. 5 Km) line, primarily at-grade, which provides the trunk line service for an integrated Bus/LRT public transportation system...

The Coordination Effort: Getting Through the Levels
This paper deals with the coordination and management of two major public transport projects in Portland, Oregon. It discusses the management process utilized in the planning and construction...

Effective Environmental Management: The Northeast Corridor Experience
The Northeast Corridor Improvement Project (NECIP) is a 2 billion public transportation project involving improvements to Amtrak's 456-mile main rail line between Washington,...

Planning Aspects of the Woodward Corridor LRT Preliminary Engineering Project
The efficient deployment of any major project requires careful planning of the management, scheduling and budgeting activities associated with its implementation. The Woodward Corridor...

Procurement of New Passenger Rail Cars from Japan
In May 1983 the California Department of Transportation (Caltrans) signed a contract with Sumitomo Corporation of America, in which Sumitomo agreed to furnish 63 new stainless steel gallery...

Organization for Rapid Transit Design and Construction
This paper discusses organizational arrangements for design and construction of rapid rail transit systems and the advantages and disadvantages of the various organizational arrangements....

Scheduling and Cost Control for the Pittsburgh LRT
Like most American cities, Pittsburgh has had a long history of public transportation utilizing street cars. Conversion to a modern light rail transit (LRT) system will occur in two stages,...

Organization for Construction of a Rail Transit Project
The Long Beach-Los Angeles rail transit project is part of an on-going transit development process by the Los Angeles County Transportation Commission (LACTC) in which the Long Beach-Los...

Rail Transit Construction Readiness: The Evolving MARTA Organization
A rail transit project is a complex undertaking involving thousands of people, expending millions of dollars and ultimately taking years to accomplish. The Metropolitan Atlanta Rapid Transit...

Cultivating Community Confidence?The Key to Success or Failure
A successful community participation program proved to be the turning point for federal approval of the Buffalo, New York rapid transit project. This paper details that citizen involvement....

Project Management for the Upper Harlem Electrification Project
The Upper Harlem Electrification Project consists of a 28 mile extension of 700 V. D. C. under-running third (current carrying contact) rail electrification from North White Plains, New...

Philadelphia Center City Commuter Connection
The Philadelphia Center City Commuter Connection, a 330,000,000 urban transit project has been completed on schedule within a budget variance of 2% of the estimated cost. This is an accomplishment...

Budget and Schedule Control?The Critical Issues
The increase of activity together with often difficult budgets and schedules in busway and rail transit projects since 1960, has made the processes of project control for these projects...

Bridge Inspection by Dynamic Loading Technique
This paper describes, a case study of the evaluation of the structural integrity of a New York State Thruway bridge using the dynamic loading technique. The study was undertaken in a effort...

Seismic Analysis of Horse Creek Dam, Hudson, Colorado
On April 8, 1981, six days after a Richter magnitude 4. 0 earthquake, inspectors from the Colorado State Engineer's Office discovered a small crack in outboard side of Horse...

Relationships between Shear Wave Velocity and Depth of Overburden
Relationships between in-situ shear wave velocity and depth of overburden have been derived for various Quaternary age soils encountered primarily in Southern California. The geotechnical...

Arctic Foundation Selection: A Decision Matrix
An idealized matrix diagram is presented of the decision making process involved in determing an economic Arctic foundation type that is best suited to the proposed above-grade structure....

Creep of a Strip Footing on Ice-Rich Permafrost
Creep settlement tests were performed on a strip footing founded on the surface of ice-rich aeolian silt permafrost. The tests consisted of applying four step loadings to a 10 in. (25....

Case Histories: Evaluation of Drilled Pier Integrity by the Stress Wave Propagation Method
The Stress Wave Propagation Method (SWPM) was used to nondestructively investigate the integrity of straight-shaft drilled pier foundations at two sites in the Denver, Colorado area. Drilled...

Predicted and Measured Performance of a Foundation
The predicted and measured short term foundation behavior of a 28 story building in downtown San Antonio, Texas is reported. The soil is a stiff to hard clay and clay shale. The design...

 

 

 

 

Return to search