La_Sal_Mountain_Loop_Road_Q A.pdf

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Attached to
UT FLAP 73(1), La Sal Mountain Loop Road Federal contract opportunity
Solicitation number
DTFH6816B00025
Issued by
Department of Transportation Federal Highway Administration

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Other files attached to UT FLAP 73(1), La Sal Mountain Loop Road, newest first.
File Type Posted
Option_X_Bid_Tabs.pdf PDF
Schedule_A_Bid_Tabs.pdf PDF
Bid_Opening_Summary.pdf PDF
UT.FLAP.73(1).LaSal_Mtn_Loop.Geotech.2016.pdf PDF
Cross-sections.pdf PDF
Plans.pdf PDF
DTFH6816B00025.pdf PDF

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DTFH6816B 9/29/2016

UT FLAP 73(1)

La Sal Mountain Loop Road

1. Q: I was wondering if a Redi-Rock would be considered as an alternative for the retaining wall.

A: Once the contract has been awarded, contact the prime contractor and have them submit a value engineering cost proposal for the use of Redi-Rock as an alternative.

2. Q: I cannot find any wire sizing or aperture requirements for the facing baskets (FHWA tends to have nonstandard requirements on baskets and struts). I also need to know if the baskets are galvanized or black wire. There is a wire mesh facing panel also detailed, but there are no specific specifications.

A: See Sheet Number G8 of the plans, note 6.

3. Q: Can the existing asphalt road be broken up and placed in the embankment?

A: Yes

4. Q: Is there a water source that we will be able to use while on this project?

A: There is no Government furnished water source.

5. Q: On sheet 257-A, bottom right detail, is the “return” shown required for EVERY vertical step in the wall? or only at the wall ends as typical?

A: The “basket return” is required on every vertical step on the MSE wall.

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