6-Attachment E re surfacing requirments Pioneer Trail Improvements-Surfacing Requirements.docx

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Attached to
UDOT Region 2 Pioneer Trail Improvements -
Solicitation number
UDOT270027CN -
Issued by
Utah

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This is a surfacing requirements specification document for the UDOT Region 2 Pioneer Trail Improvements project, issued by the Utah Department of Transportation. The project involves the removal and installation of concrete curb and gutter, pedestrian ramps, and sidewalks along Pioneer Trail. The work must be completed by November 20th, 2026. A mandatory virtual prebid meeting is scheduled for Wednesday, August 4th, 2026, at 10:00 am Mountain Time via Google Meet, with attendance required for bid eligibility. The contract will be awarded to the lowest responsive and responsible bidder and may be issued as a one-time purchase order.

The specification document establishes project-specific surfacing requirements for hot mix asphalt and drainage pipe installation. Hot mix asphalt requirements include PG 64-34 asphalt with specified compaction levels (N initial 7, N design 75, N final 115) and CSS-1 tack coat application. Drainage pipe requirements reference UDOT Standard Specification 02610 and mandate ductile iron pipe meeting ANSI/AWWA standards C150/A21.50-21, C151/A21.51-17, and C600-17, with specifications for pipe thickness class and leak-resistant joints meeting AASHTO R 82 or equivalent standards. The awarded contractor must submit a performance and payment bond upon contract award.

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Other files

File Type Posted
3-Attachment D plan Set 22695 Pioneer Trail Plans Signed.pdf PDF
7-Attachment F Pioneer Trail Improvements-Traffic Limitations.docx DOCX document
1-7. Submittal Form- Vendor Set Up Form 2024-06-27 .pdf PDF
4-Attachment B Scope of Work Pioneer Trail Improvement- Scope of Work.docx DOCX document
5-Attachment C Bid Shedule Cost submittal-Pioneer Trail Improvement Curb Extensions.xlsx XLSX spreadsheet
2-Agency-Contract-GoodsServices-Combined-9.16.24 (2).docx DOCX document

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Pioneer Trail Improvement Curb Extensions Surfacing Requirements

INSTALLATION, UPGRADE, OR REPAIR OF CONCRETE

PROJECT SPECIFIC SURFACING REQUIREMENTS

A.Hot Mix Asphalt – ½ Inch
1.PG 64-34 Asphalt
2.N initial 7 N design 75 N final 115
3.Tack Coat – CSS-1

DRAINGE PIPE (Supplemental to UDOT Standard Specification 02610) Requirements for DUCTILE IRON

Add the following to Article 1.3:

P. ANSI/AWWA C150/A21.50-21 Thickness Design of Ductile-Iron Pipe

Q. ANSI/AWWA C151/A21.51-17: Ductile-Iron Pipe, Centrifugally Cast

R. AWWA C600-17: Installation of Ductile-Iron Mains and Their Appurtenances

Add the following to Part 2.1:

E.Ductile Iron Pipe
1.Provide pipe meeting ANSI/AWWA C150/A21.50 and ANSI/AWWA C151/A21.51
2.Provide pipe according to the thickness class called out on the plans.
3.Provide leak-resistant joints meeting AASHTO R 82 or better.

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