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TR Circular E-C058_9th LRT Conference_2003.pdf - Florida ...

TR Circular E-C058_9th LRT Conference_2003.pdf - Florida ...

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Cooper and Batty 599<br />

cheaper than steel, saving $100,000 in material costs. The use of plastic bollards also eliminated<br />

the need for grounding, yet another direct cost savings. Because <strong>LRT</strong> design criteria requires all<br />

conductive materials within 15 ft of the trackway to be electrically grounded, removing the<br />

grounding requirement saved an additional $150,000.<br />

Recycled Plastic Track Ties—Moderate Tech The paved track portion of Interstate MAX<br />

uses 6,000 ties spaced every 6 ft, to maintain alignment, gauge, and grade, until the concrete<br />

track slab was poured. On previous light rail projects steel ties were used. Interstate MAX used<br />

ties made from recycled polyethylene automobile gas tanks. These ties have the added advantage<br />

of not affecting the signal system, unlike steel ties. Not having to shield the signal system from<br />

the steel ties offer yet another cost savings.<br />

Storm Water Management<br />

The design basis for the Interstate MAX project’s storm water system is the City of Portland’s<br />

Storm Water Management Manual. Project staff and engineers from the City’s Bureau of<br />

Environmental Services formed a design task force to implement the City code. The team faced<br />

the challenge of applying rules intended for a typical city block development to a linear project<br />

5.6 mi long, crossing 12 separate drainage basins, seven of which drain into the Columbia<br />

Slough, and five of which drain into the Willamette River. The task was also complicated<br />

because Interstate sewer system was in large part combined (sanitary and storm), with only the<br />

lower sections (those in Lower Albina, close to the Willamette River) being separated. The city’s<br />

rules dictated that the project treat (i.e., clean) the storm water using one of a number of<br />

approved best management practices. The joint agency team weighed the factors and decided to<br />

install treatment manholes on key storm pipes, thereby treat a large percentage of storm water in<br />

the Lower Albina section of the project. When all of the project’s total impervious area was<br />

calculated along Interstate Avenue, there was a net reduction. Although the road was widened to<br />

add the track, approximately 1.3 mi were constructed as open ballasted track. The replacement of<br />

asphalt paved roadway with ballasted track removed a 28-ft strip of impervious surface area.<br />

Storm Water Treatment Manholes—Moderate Tech The team selected Continuous<br />

Deflection System water treatment manholes for the project. The manhole utilized a unique (high<br />

tech) deflection screen that reportedly removes 95% of solid pollutants.<br />

This was one of several techniques that were approved by the City; however, it had some<br />

key advantages favored by the project:<br />

1. Hydraulics advantages. This system did not require any head drop (differential<br />

between pipe inlet and pipe outlet) through the treatment structure. This meant money was<br />

focused on treatment structures and not on laying extra pipe chasing grade downstream to tie<br />

back into the sewer system.<br />

2. High flow effectiveness. The manholes tolerated a wide range of flows. The first<br />

flush and flows were treated and the high flows were diverted without resuspending the captured<br />

pollutants.<br />

3. Ease of maintenance. The City’s bureaus were charged with maintenance, and with<br />

limited resources this was important. This is a good example of considering the life-cycle cost of<br />

a potential project element in selecting a particular design or facility.

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