About this file

This document appears to be a set of questions and answers related to a federal contract opportunity for the ID CLARK 6805(1) & ID FREMONT 6805(1) projects on the Yale-Kilgore Road.

The key details are:

  • The projects involve roadwork on the Yale-Kilgore Road from milepost 9 to 16.9 and 16.9 to 30.8.
  • Question 1 addresses whether steel fabricated signs or aluminum sign panels are acceptable, which will be addressed in Amendment A001.
  • Question 2 requests the government change the material specifications for the Full Depth Reclamation (FDR) mix to allow for a maximum 3-inch material size instead of the specified 2-inch, which will be addressed in Amendment A002.
  • Question 3 requests the government remove the "in the shade" requirement or reduce the minimum air temperature for applying foamed asphalt, which will also be addressed in Amendment A002.
  • The contracting opportunity is Solicitation Number 69056721B000015, issued by the Department of Transportation Federal Highway Administration.

View the file

Other files

File Type Posted
BidTab_ID CLARK 6805(1) and ID FREMONT 6805(1)_Updated.pdf PDF
BidTab_ID CLARK 6805(1) and ID FREMONT 6805(1).pdf PDF
BidSum ID CLARK 6805(1) and ID FREMONT 6805(1).pdf PDF
QA_04-29-2024-02.pdf PDF
QA_04-29-2024.pdf PDF
QA_04-25-2024.pdf PDF
Amendment A003.pdf PDF
Amendment A002.pdf PDF
QA_04-24-2024.pdf PDF
QA_04-23-2024.pdf PDF
QA_04-19-2024.pdf PDF
Amendment A001.pdf PDF
QA_04-08-2024.pdf PDF
C4185017.Clarification Memo 09142023_signed.pdf PDF
ida-clark6805-1_Superelevation_Road.xlsx XLSX spreadsheet
ATV-Snowmobile Bridge Design Calcs_100.pdf PDF
ida-clark6805-1_control-points.xlsx XLSX spreadsheet
C4185017.Yale Kilgore Final Geotechnical Engineering Report_stamped.pdf PDF
Culvert Design Report 10-31-2019.pdf PDF
ida-clark6805-1_Plans G-N.pdf PDF
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Yale_Kilgore_ID_EPA_CompiledSWPPP.pdf PDF
ida-clark6805-1_XS_Trail.pdf PDF
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ida-clark6805-1_Plans A-F.pdf PDF
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ida-clark6805-1_proposed_alignments.pdf PDF
ida-clark6805-1_Earthwork_Data.pdf PDF
Physical Data.zip ZIP file
IFB 69056721B000015.pdf PDF
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Text version

ID CLARK 6805(1) & ID FREMONT 6805(1)

Yale‐Kilgore Road, MP 9 to 16.9 & Yale‐Kilgore Road, MP 16.9 to 30.8

# General Technical Question Answer Date

1 X

Does WFL want steel fabricated signs as specified under SCR 633.05(a)(1), or is aluminum sign panels acceptable?

This will be addressed under Amendment

A001.

4/8/2024

2 X

Section 306 requires an FDR mix with 100% of the material passing the 2‐inch sieve, but the specified pulverizing equipment does not possess a mechanism that produces this.

Standard construction equipment can produce a mix with a maximum 3‐inch material size, so we request that the Government change the material specifications for the FDR mix to allow for 100% of the material passing the 3‐inch sieve and 95% of the material passing the 2‐ inch sieve, since these are the requirements

Caltrans uses.

This will be addressed under Amendment

A002.

4/17/2024

3 X

Subsection 306.09 requires foamed asphalt to be applied when the surface and air temperatures in the shade are at least 50°F.

Given the location of this project and typical weather conditions in the area, this requirement can significantly reduce the potential working window for FDR‐FA on any given day. Would the Government consider removing the phrase “in the shade” from the specifications and/or reducing the minimum air temperature to 45°F, as specified in the ARRA

Recommended Construction Guidelines for FDR using Bituminous Stabilization?

This will be addressed under Amendment

A002.

4/17/2024

Check General or Technical

File details come from the government source that posted it. Updated .