Showing posts with label Demolish & Replace Elevated Freeway With Underground Freeway. Show all posts
Showing posts with label Demolish & Replace Elevated Freeway With Underground Freeway. Show all posts

Wednesday, August 31, 2016

Freeway Removal Ideology to Influence GREATER Displacement?

Combined with idea of maintaining existing capacity levels.

New plan for Houston, Texas, to remove freeway link and replace with extra capacity along another via widening to INCREASE eminent domain use- property displacement!

Would eliminate the southern portion of the Pierce Freeway - an elevated segment of I-45 -- and reroute such along I-10 and I-69 respectively along the northern and eastern sides of the central business district, requiring their widening..




http://usa.streetsblog.org/2016/06/29/houstons-big-chance-to-turn-back-the-tide-of-car-traffic/

The article makes much ado about the removal of the southern portion of the Pierce Freeway, the elevated viaduct just to the west of the Houstan CBD.

Currently,  I-45 comes down from the north, crossing to the south of east-west running I-10, before turning south-easterly to cross to the east of I-69.

The new plan would have I-45 instead turn to the east along I-10, before then turning to the south/south-west along I-69, before then turning to its existing path to the south-east.

The northern portion of the Pierce would remain as a 'downtown connector'.

"On the bright side, TxDOT is proposing to tear down the Pierce Elevated Freeway, which could open up 20 to 50 blocks of downtown for walkable development. The plan also calls for aligning I-45 with U.S. 59 to the east of the city, burying the roads in a trench capped with a park.

“The impacts on walkability and urbanism are real and are a big deal,” said Jay Crossley, former director of the smart growth advocacy group Houston Tomorrow. “If they could only do those parts of the plan it would be an amazing plan.”


The idea of reconstructing U.S. 59 (which is co-signed as I-69) and currently an 8 lane elevated viaduct into a new trench beneath a new cap is a good one.

But what about that of doing that as a significantly wider Route 59/I-45/I-69 freeway, thus requiring substantial property acquisitions in order to replace the capacity lost with the removal of the Pierce Freeway?

The other portions of the downtown freeway system to be reconstructed would retain their existing basic configurations- aka surface and elevated, while gaining capacity.

Should not freeway reconstruction aim to not only maintain or increase capacity but also to change the configurations - aka reconstructing below ground - to improve local connectivity and otherwise mitigate local environmental impacts?

What consideration has been given to doing so by lowering and eventual covering of the Pierec Freeway?

Monday, February 15, 2016

Re-Think New York City La Guardia Airport Expansion Into The South Bronx Proposal

An intriguing idea to expand La Guardia Airport with expanded runways achieved by new landfill displacing Rikers Island, with a new set of entryways in the Port Morris area of the South Bronx, accompanied by upgrades to the passenger rail system- all well and good.







Would establish new supplemental entryway to La Guardia in the South Bronx, thus traffic from the north would no longer need to cross the Triborough or Whitestone Bridges, with access to the rest of the airport via a dedicated rail loop

 
 Would expand runway capacity via new landfill displacing Rikers Island


 Would connect with all three northern radial Metro North Railroads, thus travellers from the north could arrive by any of the three Metro North railroad lines.   
The train station would include a new stop for Amtrak.

Includes the idea of a new convention center replacing Javits Center.

That's an idea that builds upon late 1800s and early 1900s planning proposals to develop this Port Morris area, such as an 1883 proposal for a new convention center, and latter with the idea of continuing the denser development seen in Manhattan further forth, for which the New York, Westchester & Boston railroad, which opened in 1911 had anticipated.



The Re-Think NYC site notes:

The area north of the convention center would be built at an urban scale.  To the west is the Bruckner Expressway, which prevents connection between Port Morris and neighborhoods to the west.  We would bridge this divide through a proposed new "ambassador" building on the west side of the Bruckner at 142nd Street, which would allow people to enter on that side of the expressway, but the building would also serve as a bridge over the Bruckner that would connect to the entire complex.

This proposal needs further work regarding the highway network, particularly as the Bruckner segment along this area is an unsightly elevated freeway- hence placing a building atop it in this configuration would be ungainly.


Should ultimately include a complete replacement-reconstruction of the southern Bruckner Expressway- an unsightly elevated highway.



What To Do About The Bruckner Expressway:

This elevated freeway, with 3 lanes in each direction is unsightly, locally divisive, lacks shoulders, lacks access ramps to this proposed airport entryway complex, and is under-capacity for accepting traffic from the northbound Willis Avenue Bridge from Manhattan.

It does provide a fantastic view through the windshield for travellers heading south.

To the west it is paralleled by a 4 lane wide southbound surface Bruckner Boulevard.

To its east it is paralleled by a 2 lane wide northbound Bruckner Boulevard with buildings, from its southern end to 142nd Street, where the railroad then meets it to run immediately alongside.  That railroad is at a lower grade.

Ideally there should be a new line of buildings designed to reconnect Port Morris with the neighborhoods to the west in the place now occupied by the elevated freeway structure, which should be torn down, with new parallel freeway roadways, with either both directions within new cut and cover tunnel(s), or with the northbound direction in a new cut and cover tunnel, and the southbound direction elevated as the roof of a new line of buildings.

Because the existing elevated freeway must remain in operation throughout the construction project, the first stage would be constructing a new cut and cover freeway tunnel beneath the surface road to the west.

As the Re-Think NYC proposal envisions demolishing the buildings already along the Bruckner's eastern (northbound) side, it could likewise construct a cut and cover tunnelway there as well.  To the north of 142nd Street, this could be done via the existing railroad right of way with the tracks relocated eastward, and with this rail corridor planned to be decked over.  The historic New York, Westchester & Boston RailRoad Station at the north side of Hunts Point Avenue should not be demolished but rather propped up with new supports and retained either in its exact same location or slightly re-indexed eastwards.





Each of these cut and cover tunnels should ideally be at least the of 4 full width lanes plus shoulders.  This might involve some building removal on a brief section of the north side in addition to that one the south side already envisioned by the Re-Think NYC proposal.  This should likewise be designed to tie into the existing 4 lane short tunnel for Bruckner Boulevard traffic beneath the Bruckner Expressway-Deegan Expressway interchange with the approach to the Triborough "RFK" Bridge.  That tunnel should be lengthened both to the south-west to Brown Place, with local street access and a gentler curve displacing the gasoline station there.  And it should be extended to the north-east, with at least one full lane joining into and continuing via an additional lane of the reconstructed Bruckner Expressway.

Once the new cut and cover tunnels are in place, the elevated Bruckner should be demolished, and replaced with a line of new buildings.  Optional would be the idea of an elevated roadway upon its roof; as the purpose of that would be to continue the tradition of the southbound vista through the windshield, this might done only for the southbound direction.  A variation of this would be to have an arial tunnel within one of this structure's upper levels, ala the "Choppway" proposal a few years ago for the replacement of Seattle Washington's elevated double decked Route 99 Freeway.




However, because of the need to retain the existing elevated freeway throughout the reconstruction, this project would have to include at least one cut and cover tunnel on one or both sides of the existing structure- a basic design configuration furthermore favored by the practicalities of establishing on ramp and off ramp access.   Also, the construction could be staged to add an additional cut and cover carriageway between the two new outboard tunnelways once the existing elevated Bruckner is removed.

To the north, the new cut and covers could do wonders for removing the blight of the existing roadways at the mouth of the Bronx River, for both the continuation of the Bruckner and for its connections to the Sheridan.  

Such a cut and cover tunnel Bruckner Expressway reconstruction should extend to Boynton Avenue, thus eliminating the elevated berm segment to the west, meeting the existing Bruckner corridor where the freeway is at ground level, and has the option of transitioning to the service roads to access the Bronx River Parkway.

Such a cut and cover connection for the Sheridan should extend to Westchester Avenue, which is build-able via re-indexing the adjacent railroad to the east.  Further north, portions of the Sheridan should be decked over taking advantage of the topography of the hill to its west to better connect that area with the Bronx River waterfront, such as between E 172 and 173rd Streets.

The new Bruckner Expressway would of course have greater capacity than the existing 3 lane in each direction facility.  The new set of outboard cut and cover tunnels with 4 lanes apiece flanking an inner set with 2 lanes per direction built after the demolition of the elevated structure would provide an upwards of12 lanes, thereby accommodating continuous on lanes for traffic from the northbound Willis Bridge and to and from the new airport access ramps.  Of this, 8 lane would continue to surface at Boynton Street, with a lane apiece to and from the service roads, the remaining 6 lanes with the 6 lane surface Bruckner Expressway, and 4 lanes to the north for the Sheridan.  Providing this extra capacity would allow more traffic to be underground, thus allowing for a more pedestrian friendly Bruckner Boulevard.

With this thought, the project should include such ramp connects into the Hunts Point Market.

Other Ideas:

With the additional of such a significant amount of landfill displacing Rikers Island, another idea comes to mind- what about taking advantage of that to create new roadway crossings between the Bronx and Queens?  

With the Triborough "RFK" Bridge heavily used, even though the "Re-Think NYC" plan would divert some of its traffic by no longer requiring its use from the north to access La Guardia Airport, it would be prudent for long term planning to ultimately seize the opportunity provided by the landfill for the new runway space.

Regarding highways, two ideas come to mind:

- extending the Bronx River Parkway

- extending the Deegan

The logical place would be the area of the Grand Central Parkway-Brooklyn Queens Expressway interchanges.  

Not simply as the junction of these two highways, both of which are heavily used.  

But because that's the location of a rail corridor that has already been studied and proposed as the location of a new interstate highway running roughly north-south between the two roughly parallel highways of the BQE and the Van Wick Expressway.  As planned during the 1960s it was to be known as the Interboro Expressway, and would connect directly with  the contemporaneously planned Cross Brooklyn Expressway.

For a good historic overview of the previous planing for the Interboro Expressway, see the account by NYC Roads Steve Anderson:

http://www.nycroads.com/roads/queens-interboro/

Accordingly it was canceled by 1973.  As planned during the late 1960s-early 1970s it would have included reconstructing a portion of the existing elevated IRT as a subway with the below ground level freeway.  As I have not seen any detailed plans, I don't know if any of the latter planning included any segments as coverways (cut and cover tunnels), rather than simply as an open depressed freeway.

A revival of the Interboro Expressway has been proposed by Peter Samuel's via his publication TollRoads.

As it is a relatively narrow railroad corridor that is generally below grand level, passing through residential area, it would have to be constructed primarily within a tunnel box, and covered with new linear parkland.


Connecting with a Cross Brooklyn Expressway likewise built primarily by tunnelways, this Interboro Route would provide a valuable link into Brooklyn and towards Staten Island and Long Island.



A could be connected to the Bronx by a curved tunnel contained beneath the Re-Think NYC La Guardia Port Morris facility, directly into the Deegan.  Optionally that could include ramp connects to and from the new Bruckner and the Hunts Point Market.

A tunneled extension of the Bronx River Parkway could connect with the BQE-Interboro-Grand Central Parkway, though its logical connection with the latter as a parkway would be best done in conjunction with a demolition-reconstruction of the western portion of the existing La Guardia complex, owing to the geometry.

Such a connection would thus establish a seem-less link between the southern end of New York's longest Parkway -- the Bronx River - Sprain Brook - Taconic which are all really one freeway from the South Bronx towards Albany -- and the Grand Central - Cross Island - Northern State Parkways.

None of these projects would have to be all built at once or together.

Rather they could be built in stages, starting with the incorporation of their initial segments within the "Re-Think NYC" La Guardia expansion project, and within the reconstruction of the adjoining Bruckner.

Including the tunnel box within the new clearing and landfill would be comparably easy compared to failing to plan them and adding later.  As these would be additions between the existing 8 lane Triborough/"RFK" and 6 lane Whitestone Bridges, they could suffice with a minimum of 2 lanes in each direction apiece.

The Deegan-Interboro Connection would provide a valuable bypass of the Triborough "RFK" Bridge and its antiquated Queens approach.  Of course the Deegan should be rebuilt to full 8 lane specifications, as I have previously written about, and its east west segment from Willis Avenue to at least towards Brown Street, should be decked over.  Serious consideration should be given to reconstructing this freeway further to the east at a lower elevation to be likewise decked over as far as practical for connecting with the Triborough"RFK" Bridge, with new parkland atop, more consistent with the spirit of the 1883 Port Morris planning.

Because of their use of the footprint of the La Guardia expansion project, most of this new tunnel crossing construction would not disturb existing neighborhoods nor traffic.
 

Friday, March 20, 2015

Planning For Hartford CT I-84 Reconstruction

One of Connecticut's most heavily used freeway segments, used by some 170,000+ vehicles daily.

I-84 in northwestern Hartford Connecticut is largely upon a viaduct, and feeds into a trenched northern east west segment that is partially lidded.

Recent planning to reconstruct this northwestern segment aims to reconstruct this freeway segment, perhaps radically reconfiguring it to have it fit better within the local landscape.

The freeway options include a more attractive viaduct, with or without a short tunnel segment, a lowered road/trench with the short tunnel segment, or a longer tunnel.

An earlier option to replace this freeway segment with a surface street-boulevard has been abandoned as not meeting the project's needs and in presenting a greater local barrier of the heavy stream of I-84 traffic.

Short Tunnel with Viaduct Segment






Viaduct and Lowered Roadway-Tunnel Options
 http://blog.tstc.org/2013/10/31/repairing-the-heart-of-hartford/


Complicating this project is the adjacent rail corridor which crosses to the east and then back to the west of the freeway.

Lowering the railroad would be more difficult owing to the requirement to keep the gradient under 1%, and relocating it to the highway's east would  not reduce the number of its crossings with the highway.   However, relocating the railroad to be entirely west of the highway would only require relocating a short stretch of the railroad while eliminating its crossings with this freeway project segment.  Thus, the project might relocate the segment of that railroad to remain upon the highway's western side, though that would thus place the highway between the railroad and the Amtrak station, that could be accommodated with that highway segment as cut and cover.

http://www.crcog.org/publications/TransportationDocs/Viaduct/Report110216.pdf

Baseline—Enhanced Viaduct:
Highway replaced with
enhanced viaduct structure

Alternative Concept 1:
Highway replaced with enhanced
viaduct structure; improved connections across highway- includes short tunnel segment in the vicinity of the Amtrak Station

Alternative Concept 2:
Viaduct replaced by surface roadway; rail line relocated to north side of I-84; city reconnected
across highway- includes short tunnel segment in the vicinity of the Amtrak Station

Alternative Concept 3:
Viaduct replaced by tunnel, including that in the vicinity of the Amtrak Station, but extending southwards past the Aetna Center; rail
line relocated to north side of I-84; city reconnected across highway

Choose either options #3 or #4.

Reconstruct elevated portion of I-91 in tunnel or in trench that is partially lidded as tunnel, and designed to have additional segments subsequently lidded, as per Cincinnati's I-71 Fort Washington Way project.

Although the current official planning merely addresses I-84, there are voices calling for the project to include a short cut and cover tunnel spur to connect with the already constructed Whitehead Freeway, as per the previous proposal for an I-484 Colon Whitehead Connector.

http://www.transformct.org/ideas/69990/improved-traffic-modeling-between-i-84-i-91-bushnell-tunnel



I-484 Tunnel beneath Bushnell Park

Such a connector could be updated by constructing new lids atop the Whitehead trenched freeway, near Pulaski Circle to the west and to Columbus Boulevard to the east.  Lower the Whitehead roadbed to clear the historic overhead crossing so as to provide 2 lanes in each direction.  Or disassemble and reassemble that historic bridge relocated into a new location, and perhaps build the connector with 3 lanes per direction.
I-484/Colon Whitehead Connector
I-484/Colon Whitehead Connector
I-484/Colon Whitehead Connector

Likewise, the ramp connections from the west could be covered as a part of a project reconstructing the adjoining I-84 segment as a lidded- cut and cover tunnel.

Such a connection would be unobtrusive as a tunnel, and serve as a relief route from the northern Hartford CT I-84 segment.
http://foxct.com/2014/10/14/redesign-for-i-84-through-hartford-planned/
http://www.i84hartford.com/

Saturday, March 14, 2015

Improving NewYork's Syracuse I-81 Reconstruction Plan




So far the official planning for the reconstruction of I-81 through downtown Syracuse New York:

Sandbags below ground freeways with inadequate and wasteful designs.

Tunnels that are either needlessly deep or long thus increasing construction costs.

With downtown tunnels and open trench designs all hobbled by need to connect with existing elevated I-690 segment, thus presenting ramps that sever street intersections.

Thus leaving the sole freeway option of a rebuilt viaduct  -- without any discussion of innovative underside design.

With the sole remaining no freeway option of a mere boulevard, that's going to cost $1+ Billion anyway, effectively steering the decision process to that latter option.

These were the downtown freeway options considered:

Syracuse Lowered I-81 Option

TUNNELS

CUT AND COVER

T-1 Almond Street Tunnel from MLK East to Butternut Street $2.651 Billion

T-2 Almond Street Tunnel from MLK to Genesee Street $1.761 Billion

T3 Townsend Street Tunnel under Oakwood Avenue and Townsend Street from about MLK East to Butternut Street-- $2.643 Billion

MOLED

T4 Eastern Alignment Tunnel $3.298 Billion

OPEN TRENCH

DH-1  Depressed Highway from Adams Street to Butternut Street- $1.751 Billion

DH-2 Depressed Highway from Adams Street to Genesee Street- $1.503 Billion
 
Syracuse Elevated I-81 Options

V-2  New Viaduct Fully Improved to Current Standards- $1.438 Billio

V3 New Viaduct with Substantial Design Improvements- $1.423 Billion

The difference in the downtown Almond Street Tunnel and Trench Options is the location of the northern end: either Genesse Street to south of  I-690, or Butternut Street to the north.

Because of the ramp connections to elevated I-690, the tunnel and trench options would severe a number of local streets: Erie Boulevard, Water Street, Washington Street, Fayette Street, Almond Street (to Northside), McBride Street(to Northside), and VanBuren Street.

Meanwhile, the options to eliminate the freeway for a surface boulevard were all at about $1.0 billion.

Syracuse I-81 Tunnel Options Officially Considered

Of the 4 tunnel options, 3 are cut and cover, with 2 that follow the existing I-81 right of way, yet have their roofs some 20 feet below ground, significantly deeper than simply a lidded trenched freeway.

The 4th tunnel option is moled-drilled, way to the east on a far longer and deeper route.

http://photos.syracuse.com/4456/gallery/four_tunnel_options_for_replacing_interstate_81/index.html#/5

The official planning in 2014 concluded:
https://www.dot.ny.gov/i81opportunities/alternatives

(see the "conclusions" at page 24: page 32 on the pdf indicator):
http://www.thei81challenge.org/cm/ResourceFiles/resources/WhitePaper3_FINAL_082713.pdf

a tunnel would be prohibitively expensive

Depressed highway would create a new barrier that
would be more difficult for cars and pedestrians to cross
and create accessibility problems for people with
disabilities.

http://www.syracuse.com/news/index.ssf/2014/06/ny_dot_tunnel_depressed_highway_not_recommended_for_i-81_report_says.html

The least expensive tunnel - T-2 Almond Street Tunnel from MLK to Genesee Street - would cost $1.761 Billion, while the open trench and replacement viaduct options range from $1.4 to 1.75 Billion.




With excavation depth a considerable factor in the cost of cut and cover tunnel construction, why did the official planning consider cut and cover tunnels that are deeper than necessary.

What about a shallow tunnel -  aka a covered version of the proposed depressed freeway?

The open trench option meanwhile is presented with zero consideration of adding a roof.

Note the two options that are roughly similar in length:

 T-1 Almond Street Tunnel from MLK East to Butternut Street $2.651 Billion

 DH-1  Depressed Highway from Adams Street to Butternut Street- $1.751 Billion

That represents a difference of $900 million between a tunnel and an open trench.

How much less would such an option to build a tunnel, but as a covered version of the shallower excavation of DH-1?

That would reduce construction costs over a deeper excavation, yet is NOT included in the study.

Nor were any options for a depressed freeway that is designed to support the subsequent addition of a roof thus presenting the option of spreading out some of the costs over time, like Cincinnati's I-71 Fort Washington Way.

And with the downtown tunnel and trench options being dropped due to the issue of the severing of the street grid, why did the officials only consider downtown tunnel and trench proposals that did such owing to the requirement to maintain connections with the existing elevated I-690 segment?

But why maintain connections to an outdated elevated highway segment that will eventually need replacing?

If we are really serious about reconnecting downtown Syracuse, we would ultimately plan to do something regarding the eventual reconstruction of I-690, perhaps lowering that into a trench would could be covered over with parkland and new real estate development.  Imagine both freeways dropping underground to cross beneath N. Salina Street, with I-690 remaining below grade at least until N. Crouse Avenue?

Doing all of that now would likely be considered too expensive for a single project.

But why deny the opportunity to lower and tunnel the north-south I-81 segment.  And why hobble downtown Syracuse with major investments in ramp connections that sever the downtown for the existing outdated elevated downtown I-690 segment.

Instead, build a downtown I-81 Tunnel that disregards such connections and is of sufficient length to pass to the north side of I-690, that is, to Butternut Street.  Yet one that leaves space/design flexibility to add such connections later in a future project to lower that downtown portion of I-690: a latter project that could be partially funded by the sale of air rights over the newly lowered I-690 segment.

Such is the potential of a recent political initiative of a group of elected officials are challenging this study.

They are calling for a 'hybrid' option of a cut and cover tunnel beneath a new surface boulevard as the best of all worlds, via a design by Destiny USA.



This design extends the cut and cover I-81 Tunnel north of I-690 to Butternut Street, as per the official "T-1" option.

However, it does so without the ramp connections to I-690.

(Thus this design eliminating most of the street severings- leaving only that for a one block segment of East Water Street, immediately next to an Erie Boulevard that would remain continuous, while providing a new traffic circle with its intersection with Almond Street.)

And it is about 1,500 feet shorter at its southern end, extending not to MLK Boulevard, but only to East Taylor Street.

Thus it should be somewhat less expensive then the $2.6 Billion of the "T-1" option.


No word if this design has the shallow excavation of the trench options as "DH-1", or deeper as with the cut and cover options as "T-1".

If the authorities object to the lack of connections with I-690, they could deal with this in a staged manner:

- Construct a "u" turn ramp from I-81 nb to sb to the north, perhaps in the vicinity of West Court Street.  In conjunction with the already planned new flyovers from I-81 to the north and I-690 to the west, this would allow all of the movements of the I-81/I-690 interchange. 

- incorporate stub connectors for direct connections into the new tunnel, perhaps fully building the I-81 nb to I-690 eb ramp, as the easiest to construct, with it emerging just east of Almond Street with some 1,000 feet to rise to merge with I-690 before North Crouse Avenue; and build the short segment of the I-690 wb to I-81 sb underground ramp that would pass directly beneath the new I-81 tunnel, but deferring its completion and that of the others to a future project to depress the downtown segment of I-690.

Such would eliminate the need to construct lengthy ramps that would sever the downtown street grid for connecting to an elevated freeway that would one day need replacing- and preferably lowing and covering.

Building only a single underground ramp connection that splits off to the right -- northbound I-81 to eastbound I-690 - and a stub connection for an underground connection from westbound I-690 to southbound I-81 would be the minimum requirement for incorporation into the current project.

The other ramp connections would be accomplished with the "u" turn ramp in the West Court Street area, in conjunction with the elevated connections between I-81 from the north and I-690 from the west.

Use some of the money from this design economization to make the downtown I-81 Tunnel wider with at least 3 or preferably 4 lanes per direction.

And keep an eye on the design to accommodate future projects to lower I-81 to the south and the downtown segment of east-west I-690.

The I-81 Destiny USA hybrid tunnel-boulevard plan is a definite step in the right direction.

http://www.savei81.org/

http://www.syracuse.com/news/index.ssf/2014/07/destinys_idea_for_i-81_in_syracuse.html

http://www.syracuse.com/opinion/index.ssf/2014/07/sen_john_defrancisco_i-81_editorial_was_too_hasty_to_dismiss_tunnelboulevard_com.html

http://www.syracuse.com/news/index.ssf/2014/07/cny_lawmakers_to_nydot_consider_destinys_idea_for_i-81.html#incart_river_default