QandA_01-14-2026.pdf
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- 69056725B000013
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This document is a Technical Question and Answer (Q&A) form for the Wind River Road Slide Reconstruction project (Project No. WA FLAP SKAMAN 92135(1)). The document contains two technical questions and their corresponding answers related to project-specific details. The first question addresses traffic control, with the response allowing a 30-day detour and closure of northbound lanes during pile installation, with an updated Phase 1A configuration to be added in Amendment A001. The second question seeks clarification on Hot Mix Asphalt (HMA) specifications, with the answer directing the contractor to follow FP-24 Section 403 for Type 1 Asphalt Concrete and noting a distinction between Type 1 and Type 2 in Table 403-1.
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Project No. WA FLAP SKAMAN 92135(1) Project Wind River Road Slide Reconstruction
# General Technical Question Answer Date
There is not enough horizontal room for 2 way traffic and the drill crane to install the soldier piles. The drill crane requires 25 feet from back of pile hole to the counterbalance of the machine and then an estimated 2 feet for a jersey barrier to be place between machine and traffic. Please see attached drawing. Can the contractor use Phase 2 Traffic Control Plan, Sheet 1 of 2, during the installation of the piles?
Yes, the detour and closure of both northbound lanes can be used during pile installation in Phase 1. Use of the detour during Phase 1 will be limited to 30 consecutive days. An updated plan sheets show a new Phase 1A which includes this configuration will be added in Amendment A001.
1/12/26
We wanted to get some clarification on the HMA spec. Are we to assume that we need to follow FP-14 Section 403 for Type 1?
Follow FP-24 Section 403 for Type 1 Asphalt Concrete. There is a distinction between Type 1 and Type 2 in Table 403-1.
1/14/26
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