Quote:
Originally Posted by Marc64
This is exactly I have been saying to the naysayers of the traffic circle since this video first got published. The entire reason for the flyover is because the bulk of the traffic will be heading towards Southridge not onto the Kanawha Turnpike. Locals will just have to get over the traffic circle scare as they are becoming more common in the US and this state. They are much safer and very effective at keeping the flow of the traffic.
I also agree that a traffic circle would do well in Cross Lanes along with restricted left turns along the entire road through town up to the second Speedway. If they consolidated some of those driveways at that intersection and did the traffic circle might work, but as it lies right now it would be difficult to make it work. I remember seeing a report done by an engineering firm not too long ago that was studying different alternatives to fixing the traffic issue there and one of them was two roundabouts, one at the Walgreens and the other at the Kroger intersection.
|
I do not believe anyone is scared of a roundabout, in fact I rather like them. But, like all things in engineering, the application of the engineering needs to fit the need and perhaps more so, the expected future need. Jefferson Road is already 400% above traffic load for a road of this type, usage and location in comparison to other roads in West Virginia like it. That 400% over load is based on forced use, not demand, which is higher. How much higher, we cannot know at this time.
A roundabout is not a high capacity interchange. It is a continual flow interchange. That means it has a flow rate and under nominal conditions traffic will flow at the interchange at the design rate. Jefferson Road does not have a continual flow rate demand, it has an ebb/flow demand that varies from virtual no flow off peak to 400% plus at peak. A roundabout is not the answer for this need.
As for Kanawha Turnpike access.
Priorities must be established.
The primary priority - the reason this is being done in the first place - is to move traffic from US-119 (Corridor G) to US-60 (MacCorkle Avenue) in both directions at the expected and future load.
The first hurdle to do this is eliminate the intersection with the rail lines running parallel to Kanawha Turnpike.
Those two aspects form the primary need and primary hurdle of the project.
Secondaries include:
Accessing Kanawha Turnpike,
An alternate egress into the shopping center of Trace Forks and by extension to Dudley Farms shopping Center along RHL Boulevard,
Access to various commercial and residential needs along the existing Jefferson Road route at the upper and lower ends, these could be considered separate needs as they are not co-located,
The inclusion of these secondary concerns into the primary project can only be undertaken if they do not hinder the primary need.
The egress into and out of Trace Fork, is a luxury and while it would alleviate some of the traffic load at the Jefferson Road/US-119 interchange, it is not critical. It would not hamper the primary need and its inclusion into the project is reduced to the burden of cost.
The access for the upper portion of Jefferson Road by commercial and residential need is not avoidable but could be limited with a feeder strip that tied that demand into the egress from Trace Fork, thereby reducing the number of interchanges to one. This is crucial. Each interchange acts as a break on the flow demand and reducing it to one that is at best an auxiliary through even peak demand will put the least impact on the main arterial flow rate.
The lower access by commercial and residential need is also handled with a single intersection in the published design for this reason and is also unavoidable.
This leaves the one secondary need that is avoidable, would be a luxury and would impact traffic flow for the primary and other secondary demands: Kanawha Turnpike access.
In other cases that I am aware of, this problem has been a compromise in that partial access but not full is allowed.
In this case, geography would dictate that east bound Kanawha Turnpike traffic could merge from a right hand lane into traffic moving from MacCorkle to Corridor G.
Traffic flow from Corridor G to MacCorkle Avenue could have a right hand merge onto East bound Kanawha Turnpike allowing access to the Tech center and the east bound I-64 interchange further along as well as the back entrance into the CBD for South Charleston.
Traffic would be denied access to west bound Kanawha Turnpike from either direction on Jefferson Road.
Kanawha Turnpike would not have an interchange with Jefferson Road except for the two merging lanes.
The entire reason the roundabout is proposed is because of space limitations and the huge cost of building several bridges over a creek that floods heavily, a rail line, residences, commercial outlets and government facilities. It was not chosen because it is the best solution to the problem.