jimaitken
Structural
- May 10, 2006
- 67
Does anyone have some guidance on the sizing of the opening for a pedestrian/ bike tunnel?
My project involves building a cut and cover tunnel under an existing road way very close to a busy intersection. It is 200 feet long, and ther is no possibility of changing the existing roadway profile to make the conditions more ideal. The tunnel will have to be constructed to allow traffic to continue to operate with minimal disruption. The road is on a fill section and the tunnel cannot be bored or jacked into place. The tunnel will be built in stages and I think I am going to propose a precast 3-sided culvert to be installed. I am not worried about staging and MOT as I think that will work itself out once I decide the size of the section that is needed.
The only guidance I have is that the minimum vertical clearance is 10' and horizontal opening should accomodate 12'. the pasth has enough of a grade differnce that from the high end, when you approach the tunnel you will not be able to see daylight on the other end and I am concerned that people will be uncomfortable using this tunnel if I size it for the minimum requirements. Are there rules of thumb that relate to opening vs. enclosed length? Are there confined space rules, Ventilation parameters, etc...
Let me also say when I saw the proposal I said a pedestrian bridge was better suited to the location but was told the owner's architect said he envisioned a tunnel and it would serve as a landmark for the area. He did not provide a concept drawing of his vision and is not offering one. IMHO a 12 x 10 hole is not going to satisfy his vision, but the client will not be able to afford much more than that.
Thanks.
Jim
My project involves building a cut and cover tunnel under an existing road way very close to a busy intersection. It is 200 feet long, and ther is no possibility of changing the existing roadway profile to make the conditions more ideal. The tunnel will have to be constructed to allow traffic to continue to operate with minimal disruption. The road is on a fill section and the tunnel cannot be bored or jacked into place. The tunnel will be built in stages and I think I am going to propose a precast 3-sided culvert to be installed. I am not worried about staging and MOT as I think that will work itself out once I decide the size of the section that is needed.
The only guidance I have is that the minimum vertical clearance is 10' and horizontal opening should accomodate 12'. the pasth has enough of a grade differnce that from the high end, when you approach the tunnel you will not be able to see daylight on the other end and I am concerned that people will be uncomfortable using this tunnel if I size it for the minimum requirements. Are there rules of thumb that relate to opening vs. enclosed length? Are there confined space rules, Ventilation parameters, etc...
Let me also say when I saw the proposal I said a pedestrian bridge was better suited to the location but was told the owner's architect said he envisioned a tunnel and it would serve as a landmark for the area. He did not provide a concept drawing of his vision and is not offering one. IMHO a 12 x 10 hole is not going to satisfy his vision, but the client will not be able to afford much more than that.
Thanks.
Jim