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I-45 Rebuild (North Houston Highway Improvement Project)


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My biggest concern of this entire project is one ramp. Yes, one ramp, that's going to make or break this project.

 

I'm actually ok with them moving both I-45 and I-69 to the same side. But, when you currently have these two interstates going on both sides of downtown, you have alternatives. If one has a wreck, you take the other. If the ramp that goes onto 45 comes to a crawl because everyone is merging into one lane, you check Google Maps and see if 69 is any better. With this new project, a wreck on one interstate can cause both to become a complete mess with alternatives gone out the window. 

 

It's the ramp that I've circled that goes from 45 to 69. One wreck or slow down on 69, and it's absolutely going to affect 45 because traffic will begin slowing down on the ramp which will inevitably slow down the main lanes of 45. Next, the weaving. You can be rest assured, Houstonians will use this ramp as an excuse to cut all the main lanes of 69 to get to the exit (the terrible looking arrow) past the GRB. I see this mess taking place everyday on I-10. People enter I-10, weave across all the main lanes just to get to the toll lanes in the center. That's, in my opinion, the true reason why one of the world's largest highways is such a mess. People cutting across so many lanes, slowing down and speeding up, just to get across. That ramp is going to be a serious problem in the future and I really think there's no doubt about it.

 

 

4569mess.JPG

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4 hours ago, Diaspora said:

Sure, the Promenade Plantee in Paris is a repurposed viaduct.  Most of the other repurposed transportation lines are elevated train platforms in Philadelphia and Chicago for instance, in Singapore and Toronto  they are both elevated and ground level.  Seoul and Helsinki have sunken pedestrian connectors that were formerly rail lines or freeways.  Underway in D.C., at the funding stage is an effort to repurpose the 11th Street bridge over the Anacostia river.  Each of these have had, (and have) different challenges depending on the urban spaces through which the former transportation lines have run.   

 

I was looking for repurposed elevated highway viaduct or freeway that would be somewhat comparable to the Pierce Elevated.  That 11th street bridge proposal in DC is getting kinda close.

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54 minutes ago, Triton said:

My biggest concern of this entire project is one ramp. Yes, one ramp, that's going to make or break this project.

 

I'm actually ok with them moving both I-45 and I-69 to the same side. But, when you currently have these two interstates going on both sides of downtown, you have alternatives. If one has a wreck, you take the other. If the ramp that goes onto 45 comes to a crawl because everyone is merging into one lane, you check Google Maps and see if 69 is any better. With this new project, a wreck on one interstate can cause both to become a complete mess with alternatives gone out the window. 

 

It's the ramp that I've circled that goes from 45 to 69. One wreck or slow down on 69, and it's absolutely going to affect 45 because traffic will begin slowing down on the ramp which will inevitably slow down the main lanes of 45. Next, the weaving. You can be rest assured, Houstonians will use this ramp as an excuse to cut all the main lanes of 69 to get to the exit (the terrible looking arrow) past the GRB. I see this mess taking place everyday on I-10. People enter I-10, weave across all the main lanes just to get to the toll lanes in the center. That's, in my opinion, the true reason why one of the world's largest highways is such a mess. People cutting across so many lanes, slowing down and speeding up, just to get across. That ramp is going to be a serious problem in the future and I really think there's no doubt about it.

 

 

4569mess.JPG

What would you propose as a solution?  I would think some sort of ramp closer to where I-45 and I-69 become co-located - closer to the new turn for 45.  It would need to be somewhere that it could be a right entrance to 59/69 from 45, so that there's no weaving required if they immediately want to exit.

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40 minutes ago, cspwal said:

What would you propose as a solution?  I would think some sort of ramp closer to where I-45 and I-69 become co-located - closer to the new turn for 45.  It would need to be somewhere that it could be a right entrance to 59/69 from 45, so that there's no weaving required if they immediately want to exit.

I would create the ramp further down the way, perhaps just past the GRB so no one can cut across. Based on the current schematics, when the ramp connections to 69, 69 gets a new lane on the left side. I would simply hold that lane on for I-45 which is already down to 3 lanes at this point.

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3 hours ago, Triton said:

 

 

4569mess.JPG

 

That's an obsolete schematic.

See the most recent (which was posted a year ago) at http://www.ih45northandmore.com/docs5/20160428_NHHIP_Seg3_Project_Updates.pdf

 

The latest version still has the entrance/exit ramp configuration that you are concerned about. However, it is impossible to eliminate all weave and merge situations from a highway project of this scope. The designers had to accept some non-ideal situations.

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2 hours ago, MaxConcrete said:

 

That's an obsolete schematic.

See the most recent (which was posted a year ago) at http://www.ih45northandmore.com/docs5/20160428_NHHIP_Seg3_Project_Updates.pdf

 

The latest version still has the entrance/exit ramp configuration that you are concerned about. However, it is impossible to eliminate all weave and merge situations from a highway project of this scope. The designers had to accept some non-ideal situations.

Hmm... I pulled that from their latest update which was last month:

 

http://www.ih45northandmore.com/docs4/20170327_NHHIP_Presentation_Project Overview Briefing for Website.pdf

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43 minutes ago, Houston19514 said:

I'm not sure how much of a problem this will really be...  It seems likely that very few drivers will exit I-45 South so that the can weave through multiple lanes of I-69 traffic In order to get back on I-45 South a few blocks down the road.

 

hahahaha. how long have you lived in Houston?

 

the simplest solution to this problem would be to keep the exit from 45 > 59 where it is, but keep that lane separated from the main lanes until farther down 59.

 

13 hours ago, MaxConcrete said:

 

That's an obsolete schematic.

See the most recent (which was posted a year ago) at http://www.ih45northandmore.com/docs5/20160428_NHHIP_Seg3_Project_Updates.pdf

 

The latest version still has the entrance/exit ramp configuration that you are concerned about. However, it is impossible to eliminate all weave and merge situations from a highway project of this scope. The designers had to accept some non-ideal situations.

 

although, from this schematic, it looks like the entrance from 45 > 59 is farther upstream, near the i10 corridor, and the 59 > 45 entrance is moved from right exit to left exit?

 

So while the cars won't be going from one side of the freeway to the other, now they'll just exit 45 > 59, stay in that lane, not let any traffic into that lane, and get back onto 45

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12 hours ago, Triton said:

Hmm... I pulled that from their latest update which was last month:

 

http://www.ih45northandmore.com/docs4/20170327_NHHIP_Presentation_Project Overview Briefing for Website.pdf

Interesting. I guess it actually wasn't from that handout. Not quite sure where I got that screenshot from now. But MaxConcrete is correct... it's been updated... but it still has the issue I am talking about.

 

The problem is not about people going back onto I-45 South. The issue is people going across all the lanes to get to the Bell St exit. I promise you now, that's where the slow down on I-69 will occur, further causing a backup on I-45. If they move the ramp further down I-45 to I-69, I think it will eliminate this issue.

4569mess2.JPG

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2 hours ago, Triton said:

Interesting. I guess it actually wasn't from that handout. Not quite sure where I got that screenshot from now. But MaxConcrete is correct... it's been updated... but it still has the issue I am talking about.

 

The problem is not about people going back onto I-45 South. The issue is people going across all the lanes to get to the Bell St exit. I promise you now, that's where the slow down on I-69 will occur, further causing a backup on I-45. If they move the ramp further down I-45 to I-69, I think it will eliminate this issue.

4569mess2.JPG

 

I see what you are saying, but still wonder how much of an issue it really is.  How many cars will be going from I-45 south to the Bell Street exit, especially when you consider that this will not be the only way to get there (the "downtown" exits from I-45 will be well upstream from this point).  Your proposed fix is perhaps not as easy as you first suggested.  The I-45S to I-69S ramp comes in along with the traffic from I-10.  Not sure how easily the I-45 ramp can be moved without causing other problems.  Having said all that, this is certainly the time to raise the question and look for a fix.

 

As I look over these new designs, I don't see a ramp to go from I-69S to I-45S.  Surely there is one in there somewhere? (If it's hidden under the surface streets in the new design, there's the answer for why the I-45S to I-69S ramp cannot be moved further downstream.)

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1 hour ago, Houston19514 said:

 

I see what you are saying, but still wonder how much of an issue it really is.  How many cars will be going from I-45 south to the Bell Street exit, especially when you consider that this will not be the only way to get there (the "downtown" exits from I-45 will be well upstream from this point).  Your proposed fix is perhaps not as easy as you first suggested.  The I-45S to I-69S ramp comes in along with the traffic from I-10.  Not sure how easily the I-45 ramp can be moved without causing other problems.  Having said all that, this is certainly the time to raise the question and look for a fix.

 

As I look over these new designs, I don't see a ramp to go from I-69S to I-45S.  Surely there is one in there somewhere? (If it's hidden under the surface streets in the new design, there's the answer for why the I-45S to I-69S ramp cannot be moved further downstream.)

 

I think it's hidden under things.

 

look at McKinney street. There are some extra lines and red arrows under the light blue surface street.

 

it's at the exact same point as the bell street exit, just on the other side of 59.

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13 minutes ago, samagon said:

 

I think it's hidden under things.

 

look at McKinney street. There are some extra lines and red arrows under the light blue surface street.

 

it's at the exact same point as the bell street exit, just on the other side of 59.

 

You may be right. If so, we obviously cannot move the I-45S to I-69S ramp to that location (or anywhere near there)

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6 hours ago, Houston19514 said:

 

You may be right. If so, we obviously cannot move the I-45S to I-69S ramp to that location (or anywhere near there)

True if that's the case.

 

Guess we'll find out a lot more next month when the next round of schematics come out.

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The canal street connector, now that I see it on the map, seems like a good idea. I do wonder if they have any one that goes to EaDo or the east end regularly on the design committee - someone like that could help a lot with making this better

 

I don't know if the Dowling connector could work; it would go through a bunch of town houses, not just empty warehouses.  

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I don't think they looked too far outside of their ROW, especially on the east side. 

 

A Canal street connection would go a long way towards creating vital connections that have been eroded over time by the convention center, the convention center expansion, the basketball arena, the baseball stadium, and the soccer stadium.

 

and soon to be a 550' wide freeway ROW further eroding connections.

 

I wish there were a solution for the Polk Street freeway crossing.

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The Canal Street connector is a good idea. It's also one that's pretty easy to see in the schematics. As such, my guess is that it's not there on account of highway geometry.

 

Elevating out of the tunnel requires a safe grade to maintain visibility and prevent slowdowns from drivers being unable to see more than a few hundred feet in front of them. This is particularly important going into a massive interchange where two of the roadways will be engaging in a hard turn.

 

The engineers know better than I do, but it appears that the crown of the road will be 56' below grade by GRB, per last year's schematics. The Dallas High Five tops out at 140 ft, and I would expect the 45 lanes to be of similar height when turning. So, there's 196 ft of elevation in ~4,200 ft if the rise starts from Commerce,  or ~3,600 if it starts from Canal.

 

Starting at Commerce would give you a 4.6% grade - steep, but not excessively so, and allows for good sight lines. Canal, on the other hand, would require a 5.4% grade. This is steep enough to usually be restricted to hilly or mountainous areas, and close to the Interstate design maximum of 6%.

 

Along with this, there's the issue of vertical clearance in the depressed section once the cap is built. If the rise must start at Commerce for geometry's sake, and the clearance is 18 feet including fans, there is no way to construct a cap over Canal that will not interfere with the roadway - the rise over the 590 feet between Commerce and Canal would be 28 feet.

 

TL;DR: the numbers don't work for a cap over Canal, IMO.

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57 minutes ago, samagon said:

I wonder how many feet the freeway part would be elevated by the time it got to Canal? Could they maybe raise Canal enough to make up the difference?

 

Well, if my numbers are right, you'd have to elevate Canal by 10 feet just to get to freeway level, and then another 16-18 feet to get to standard clearance. It would take some engineering to get the job done.

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I used some post-it notes to measure about 550' from commerce to canal. at the 4.6% grade,  assuming my 6th grade geometry is correct, the freeways would already be 25' higher than they were at commerce. so logically, canal would have to be 25' in the air to provide the necessary clearance.

 

I didn't want your math to be right, but there you are :)

 

if it were just streets and entrance ramps it would need to intersect with, I don't think it would be that hard to elevate those intersections, but there's a railroad crossing it would need to cross that's less than 150' from the freeway ROW. that I think is the biggest issue.

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1 hour ago, samagon said:

I used some post-it notes to measure about 550' from commerce to canal. at the 4.6% grade,  assuming my 6th grade geometry is correct, the freeways would already be 25' higher than they were at commerce. so logically, canal would have to be 25' in the air to provide the necessary clearance.

 

I didn't want your math to be right, but there you are :)

 

if it were just streets and entrance ramps it would need to intersect with, I don't think it would be that hard to elevate those intersections, but there's a railroad crossing it would need to cross that's less than 150' from the freeway ROW. that I think is the biggest issue.

 

It would likely also require takings of the Star of Hope Men's Center, along with the Canal Place apartments. For a project with such controversy over takings already, this is a likely non-starter.

 

Great idea, but feasibility can be a pain.

 

I've been pretty opposed to the skeptics on here, but I will say this - TxDOT has been very selective on the angles they are using to present the project. Selective to the point of being misleading, perhaps. The 45-10-59 interchange will be a massive, imposing piece of infrastructure, and yet there have been few mock-ups portraying it. The most recent models make it look as if 45 will not be above ground level at that point.

 

I hope the next set of schematics have more vertical information included.

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The vertical clearances and railroad are all very valid points, but I think the reason that it has not been added to the plan is more actuarial than engineering :)

 

 

As it is today, Canal Street is barricaded at the railroad tracts paralleling US 59, and has been for some time, so the TXDOT engineers must look at that and presume that the road can safely be truncated without irritating anyone. If we were living in the neighborhood a couple of years ago that well may have been the case, but the reality is that the area just east of Downtown is starting to experience a dramatic amount of densification that doesn't get picked up in the census rolls. 

 

Add to that Canal Street shrinks from four lanes to two on the north side of Navigation/Jensen. For my suggestion to work the city would need to be able to expand the right of way to fit the full four lanes to cross over. That said, I think that's achievable since you're just talking about dealing with one vacant piece of land (as opposed to all of the blocks in EaDo that have virtually new buildings on them). 

 

It would be very interesting to see a cross section of the suppressed highway at the Canal Street plane. 

 

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  • 2 weeks later...

New schematics on the ih45northandmore site. Things I noticed:

 

1. Tunnel cross sections are not to scale. Cut should be no deeper than 30 ft.

2. 45 will remain closer to ground level through the 10-59 interchange.

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One positive change is to add a u-turn lane on Lamar. That's a tiny morsel that local commuters on Polk get.

 

No more exit from i10 to Jensen.

 

Wow. They are abandoning the plans to connect Nance to Main?

 

They added back a way to get from Walker to Allen Parkway. In the effort of beautification, can't those people just turn left on Bagby then right on Lamar?

 

So much effort to maintain local connectivity for the west and south, and less than none for the east and north. 

 

This is the first schematic that really shows anything south of St Emanuel.

 

The most notable and bad plan on this is that there is no entrance to 45 from Pierce? Sure the entrance from Jefferson still will exist, but there is a lot more traffic that uses Pierce to get on 45 south than there is that uses Jefferson. This needs to be changed, either add an entrance to the spur connector, or an entrance to the main lanes, but they need to maintain an entrance from Pierce onto the gulf freeway.

Edited by samagon
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Honestly. .

I saw the schematics and they're still ugly. I still despise it with all my heart, all my soul and yeah.

Whether the previous statement was offensive or not i don't care.

I hopw and I'll pray that they don't get the funding..

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3 hours ago, samagon said:

One positive change is to add a u-turn lane on Lamar. That's a tiny morsel that local commuters on Polk get.

 

No more exit from i10 to Jensen.

 

Wow. They are abandoning the plans to connect Nance to Main?

 

They added back a way to get from Walker to Allen Parkway. In the effort of beautification, can't those people just turn left on Bagby then right on Lamar?

 

So much effort to maintain local connectivity for the west and south, and less than none for the east and north. 

 

This is the first schematic that really shows anything south of St Emanuel.

 

The most notable and bad plan on this is that there is no entrance to 45 from Pierce? Sure the entrance from Jefferson still will exist, but there is a lot more traffic that uses Pierce to get on 45 south than there is that uses Jefferson. This needs to be changed, either add an entrance to the spur connector, or an entrance to the main lanes, but they need to maintain an entrance from Pierce onto the gulf freeway.

 

There is easy access to Jensen; the exit will just be earlier and then take the feeder that connects directly to Jensen.

 

I think I agree with you on the Walker St.- Allen Parkway connector, especially the way they show it designed.  The Walker Street traffic would have two right turns to get on to Allen Parkway anyway.  They might was well just use Bagby and Lamar and remove the current Walker Street connection to Allen Parkway and gain more parkland.  That little one-lane connector looks kind of ridiculous and ineffective.

 

I think Pierce Street still connects to I-45 south; it will just be down at Scott Street, about 1 1/4 miles further out.  Not so bad, considering there are not even any stop lights on that whole stretch.

 

I think you are putting unfair expectations on TXDoT.  There is only so much they can do to connect the east and north sides.  The fact is, the disconnection that exists on the east and north sides is not primarily the fault of the highways  and even if they were to completely remove the highways from the east and north sides of downtown, the disconnect would largely still exist.  Not so for the south side or west side.

Edited by Houston19514
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There is the entrance at Scott street, which can work. Drivers will just have to drive extra distance on surface streets to go through a loop the loop to get on the freeway. There will be a lot of speeding on that stretch of road. Considering there's an elementary school on the other side of 45 between Sampson and Valesco, and a hike/bike path that crosses the roads there, this seems like a dangerous idea. 

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5 hours ago, samagon said:

There is the entrance at Scott street, which can work. Drivers will just have to drive extra distance on surface streets to go through a loop the loop to get on the freeway. There will be a lot of speeding on that stretch of road. Considering there's an elementary school on the other side of 45 between Sampson and Valesco, and a hike/bike path that crosses the roads there, this seems like a dangerous idea. 

Nope, that's not an elementary school. That's the current location of the Energy Institute High School. It used to be Dodson Elementary, but that school was closed and combined with Blackshear. Once the new Energy building at Southmore and Tierwester is complete, HISD may move another school there while renovations or new build occur.

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