44-Sec 32 01 16.71 - MILLING OF ASPHALT PAVEMENT SURFACE.pdf
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- Attached to
- 2500999 - Canterbury Storm Sewer Replacement State and local contract opportunity
- Solicitation number
- Not on record
- Issued by
- Montgomery County, Mount Aetna CDP, Pennsylvania
About this file
This specification document outlines milling requirements for asphalt pavement surface removal related to Montgomery Township's Canterbury Storm Sewer Replacement project (Contract 2025-00999) in Pennsylvania. The contract involves comprehensive storm sewer infrastructure work on Canterbury Lane and Devonshire Drive, including removal of approximately 1,800 feet of corrugated metal pipe ranging from 12 inches to 57 inches x 38 inches in diameter, installation of new circular HDPE and elliptical RCP storm sewer pipe, replacement of three precast concrete storm sewer structures, and restoration of concrete curb, sidewalk, driveway apron, and asphalt roadway surfaces. Sealed bids are due online through the PennBid Program by 10:00 A.M. on September 1, 2026, with public opening and reading of bids at Montgomery Township offices located at 1001 Stump Road, Montgomeryville, PA 18936. No pre-bid meeting will be held. Bids may be withdrawn within two business days after bid opening.
Bid security of not less than ten percent (10%) of the bid amount is required, payable to Montgomery Township, along with an Agreement of Surety certifying that Performance and Payment Bonds will be provided if awarded. PennBid charges a nominal fee of 0.33% of the bid amount (minimum $150, maximum $6,000) only to awarded bidders. The project is subject to Pennsylvania's Act 422 (Prevailing Wage Act) and Act 127 (Public Works Employment Verification), requiring compliance with prevailing minimum wage rates issued by the Pennsylvania Department of Labor and Industry. All solicitation documents are available at no cost through the PennBid portal at https://pennbid.bonfirehub.com/.
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Text version
MILLING OF ASPHALT PAVEMENT SURFACE
32 01 16.71-1
SECTION 32 01 16.71
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Milling of Asphalt Paving in accordance with PennDOT Publication 408, Sections 491 and 492.
1.02 DESCRIPTION OF WORK
A. This work is the milling of an existing asphlat pavement surface, with specified equipment, to the specified depth.
1.03 QUALITY ASSURANCE
A. Pennsylvania Department of Transportation Publication 408 Specifications.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.01 CONSTRUCTION
A. Milling of asphalt pavement surface shall be in accordance with PennDOT Publication 408 ,, Section 491.3.
3.02 MILLING OPERATION
A. Mill so the finished surface is free from gouges, grooves, and ridges and is in accordance with the specified surface tolerance requirements, or as directed.
B. To facilitate traffic control, pick up and move milled material, as specified, immediately after the milling operations.
C. Use care to remove the existing asphalt material around all utility facilities within the work areas.
D. Repair or replace, to the satisfaction of the Owner, any existing facilities which are damaged by the milling operation including but not limited to mailboxes, sidewalk, curb, utility valve boxes, manholes, etc.
E. Control the rate of milling to avoid tearing of the mat, resulting in chunky and non-uniformly milled material.
F. Separate oversize and chunky milled material as directed.
G. Keep the milled pavement surface free of all loose materials and dust.
32 01 16.71-2
3.03 SURFACE TOLERANCE
A. Test the finished surface with a ten (10) foot straightedge whenever Engineer suspects an area is deficient or irregular.
B. Use the straightedge at transverse joints and paving notches.
C. Hold the straightedge in successive positions parallel to the road centerline, in contact with the surface, and check the whole area from one side to the other, as necessary.
D. Advance along the pavement in stages of not more than one-half the length of the straightedge.
E. Correct irregularities of more than 3/16 inch.
F. For irregularities which develop before completion of rolling, correct by loosening surface mixture and removing or adding material, as required.
G. If irregularities or defects that cannot be corrected remain after final compaction, the affected area will be considered defective.
3.04 DISPOSITION OF MILLED MATERIAL
A. Contractor shall satisfactorily dispose of the milled material.
END OF SECTION
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