45-Sec 32 01 16.71 - MILLING OF BITUMINOUS PAVEMENT SURFACE.pdf

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Attached to
Heritage Hills WWTP Discharge Interconnection, Contract No. 6715-11 State and local contract opportunity
Solicitation number
Not on record
Issued by
Bucks County, Pennsylvania

About this file

This is a technical specification document for milling of bituminous pavement surface, prepared in accordance with PennDOT Publication 408, Section 491, for the Upper Makefield Township 2026 Road Program in Pennsylvania. The work involves milling of existing bituminous pavement surfaces to a depth of 1.5 inches at specified roads within the township. The project is structured as a base bid with three alternate bids, with specific roadways and quantities defined in Exhibits A, B, and C of Section 01 22 00 Measurement and Payment. The work scope includes milling operations, base repair, leveling course installation, manhole rim adjustments, and wearing course application across various roads within Upper Makefield Township.

The specification requires contractors to use milling machines designed specifically for this type of work, equipped with automatic grade and slope control systems and concrete patch milling capacity. The finished milled surface must be free from gouges, grooves, and ridges, with surface irregularities not exceeding 3/16 inch as verified by ten-foot straightedge testing. Contractors must pick up and move milled material immediately, exercise care around utility facilities, and keep the milled surface free of loose materials and dust. The overlay bituminous wearing course must be installed within seven calendar days of milling commencement, and traffic is prohibited on milled surfaces for more than six calendar days. Defective areas failing to meet surface tolerance requirements following final compaction will be considered non-compliant and subject to correction at the contractor's expense.

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Other files for this state and local contract opportunity

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2-6715-11 CONTRACT DRAWINGS.pdf PDF
1-6715-11 CONTRACT DOCUMENTS.pdf PDF
52-Sec 32 05 19.13 - GEOTEXTILE.pdf PDF
13-Doc 00 62 16-CERTIFICATE OF INSURANCE.pdf PDF
44-Sec 32 01 17.61 - ASPHALT JOINT SEALING.pdf PDF
11-Doc 00 61 13.13 - PERFORMANCE BOND.pdf PDF
43-Sec 31 23 00 - EXCAVATION BACKFILL AND COMPACTION FOR ROADWAYS.pdf PDF
38-Sec 01 33 00 - SUBMITTALS.pdf PDF
12-Doc 00 52 00 - AGREEMENT.pdf PDF
30-Doc 00 72 00 - GENERAL CONDITIONS.pdf PDF
3-Doc 00 01 01 - TITLE SHEET AND COVER.pdf PDF
19-Doc 00 61 13.16 - PAYMENT BOND.pdf PDF
42-Sec 31 23 16.26 - ROCK REMOVAL.pdf PDF
17-Doc 00 21 13 - INSTRUCTIONS TO BIDDERS - EBID.pdf PDF
39-Doc 00 73 00 - 00 - SUPPLEMENTARY CONDITIONS.pdf PDF
25-Sec 01 22 00 - 03 - MP PAVEMENT MARKING QUANTITIES.pdf PDF
41-Sec 01 55 26 - TRAFFIC REGULATION.pdf PDF
34-Sec 01 40 00 - QUALITY CONTROL.pdf PDF
48-Doc 00 11 13 - ADVERTISEMENT FOR BIDS.pdf PDF
51-Sec 01 57 13 - EROSION SEDIMENT CONTROL.pdf PDF
2-Doc 00 45 13 - BIDDER QUALIFICATION STATEMENT.pdf PDF
32-Sec 01 22 00 - 01 - MP BASE BID QUANTITIES.pdf PDF
54-Sec 32 17 23.33 - THERMOPLASTIC PAVEMENT MARKINGS.pdf PDF
21-Doc 00 91 13 - ADDENDA.pdf PDF
10-Doc 00 01 10 -TABLE OF CONTENTS.pdf PDF
22-Sec 01 32 36 - AUDIO-VIDEOTAPING.pdf PDF
56-2026 UMT Paving Map.pdf PDF
33-Sec 01 22 00 - 00 - MEASUREMENT AND PAYMENT.pdf PDF
53-Sec 01 60 00 - MATERIAL AND EQUIPMENT.pdf PDF
1-Doc 00 45 10 - BIDDER ACKNOWLEDGEMENT FORM.pdf PDF
20-Doc 00 73 00 - 01 - APPENDIX A PREVAILING WAGE RATES.pdf PDF
6-Doc 00 45 53 - AGREEMENT OF SURETY COMPANY.pdf PDF
15-Doc 00 65 19.16 - CONTRACTORS RELEASE OF LIENS.pdf PDF
24-Sec 01 11 13 - SUMMARY OF WORK.pdf PDF
7-Doc 00 21 13.1 - ELECTRONIC BIDDING INSTRUCTIONS.pdf PDF
31-Sec 01 22 00 - 02 - MP ALTERNATE BID QUANTITIES.pdf PDF
37-Sec 01 42 13 - ORGANIZATION AND REFERENCE ACRONYMS.pdf PDF
49-Sec 32 12 23-RESTORATION OF PAVED SURFACES.pdf PDF
28-Sec 01 29 00 - CONTRACT CONSIDERATIONS.pdf PDF
23-Doc 00 73 00 - 03 - APPENDIX B COVER.pdf PDF
16-Doc 00 61 19 - MAINTENANCE BOND.pdf PDF
29-Doc 00 73 00 - 04 - APPENDIX B PUBLIC WORKS EMPLOYMENT VERIFICATION FORM.pdf PDF
50-Sec 01 31 00 - COORDINATION AND MEETINGS.pdf PDF
35-Sec 31 11 00-CLEARING AND GRUBBING.pdf PDF
4-Doc 00 43 13 - BID BOND.pdf PDF
55-Sec 01 70 00 - CONTRACT CLOSEOUT.pdf PDF
5-Doc 00 45 19 - NON-COLLUSION AFFIDAVIT.pdf PDF
46-Sec 32 12 00 - BITUMINOUS CONCRETE PAVING.pdf PDF
18-Doc 00 65 19.19 - CONSENT OF SURETY.pdf PDF
40-Sec 31 20 00 - EARTHWORK.pdf PDF
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Text version

MILLING OF BITUMINOUS PAVEMENT SURFACE

32 01 16.71-1

SECTION 32 01 16.71

MILLING OF BITUMINOUS PAVEMENT SURFACE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Milling of Bituminous Pavement Surface

1.02 DESCRIPTION OF WORK

A. This work is the milling of an existing bituminous pavement surface, with specified equipment, to a depth of 1-½ inches at the roads specified. Milling shall be completed in accordance with PennDOT Publication 408, Section 491.

PART 2 PRODUCTS

A. SECTION NOT USED

PART 3 EXECUTION

3.01 EQUIPMENT

A. Use a milling machine designed and built for this type of work. Provide a machine with an effective automatic grade and slope control system and having the capacity to mill concrete patches.

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 bituminous material around all utility facilities within the work areas.

D. Repair or replace, to the satisfaction of the utility owner, utility facilities which are damaged by the milling operation.

E. Control the rate of milling to avoid tearing of the mat, which results in chunky and non-uniformly milled material.

F. Separate oversized and chunky milled material as directed.

G. Keep the milled pavement surface free of all loose materials and dust.

H. Do not allow traffic to drive on any milled surface for more than 6 calendar days. Install the overlay bituminous wearing course within 7 calendar days from the start of the milling operation.

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. Satisfactorily dispose of the milled material.

END OF SECTION

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