section 26 cold plane asphalt concrete pavement

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SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT

Section 26 – Cold Plane Asphalt Concrete Pavement 26.2 07/24/01 smooth riding surface. Temporary asphalt concrete tapers and all loose material from the underlying surface shall be completely removed before placing the permanent surfacing. At the beginning and ending limits of the planing work, a planed pavement conform shall be

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SECTION 26 - COLD PLANE ASPHALT CONCRETE PAVEMENT

Section 26 – Cold Plane Asphalt Concrete Pavement 26.3 1/1/16 corner of the cross street must be constructed to the dimensions and depths of cut shown or specified in the Contract. On residential streets, an 18-foot planed pavement conform must be constructed. The slope of the temporary asphalt concrete tapers at the limits must not be

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SECTION 26 COLD PLANE ASPHALT CONCRETE PAVEMENT 26

SECTION 26 – COLD PLANE ASPHALT CONCRETE PAVEMENT May 11, 2020 City of Elk Grove Standard Construction Specifications Page 187 of 334 26-1 GENERAL Existing asphalt concrete pavement shall be cold planed at the locations shown or specified in the Contract and in accordance with these Specifications, unless directed otherwise by the City.

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CHAPTER 8: COLD PLANING - CONSTRUCTION

116 COLD PLANING – CONSTRUCTION Pavements of most widths, shapes, and profiles can be routinely handled due to the wide range in equipment sizes and capabilities. The ability of the cold planer to overlap a previously milled area without adversely affecting the finished product makes most geometric shapes candidates for CP.

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SECTION 14 - RESTORATION OF SURFACES TABLE OF

been overlayed with asphalt concrete greater than one inch (1”) in depth, shall be treated as follows: The existing pavement around the cut shall be planed to a depth of one and one-half inches (1 1/2”) in accordance with the requirements of Section 26, “Cold Plane Asphalt Concrete Pavement

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COLD PLANE AC PAVEMENT AND PLACE FEDERAL AID

Apr 02, 2021  19 398100 remove asphalt concrete dike lf 3,950 3.00 11,850.00 20 398200 COLD PLANE ASPHALT CONCRETE PAVEMENT SQYD 30,600 3.50 107,100.00 21 780270 LOWER AND RAISE FRAME AND COVER EA 9 1,200.00 10,800.00

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2016 Specs

Section 22: Base and Subbase Material; Section 23: Asphalt Concrete Section 24: Side Forms and Headers; Section 25: Portland Cement Concrete Pavement; Section 26: Cold Plane Asphalt Concrete Pavement; Section 27: Curbs, Gutters, Sidewalks, and Drainage Structures; Section 28: Piling; Section 29: Prestressing Concrete; Section 30: Concrete ...

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VEN-1 Cold Plane and Overlay AC Pavement

Apr 10, 2020  The project's scope includes: Cold planing Asphalt Concrete (AC) Pavement, then overlaying the pavement with Rubberized Hot Mix Asphalt- Gap Graded (RHMA-G) on the traveled way and shoulders, digging out and providing crack sealing to existing pavement, removing approximately 7000' of Metal Beam Guard Rail (MBGR) and replacing it with Midwest Guardrail System (MGS) with

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SECTION 14 - RESTORATION OF SURFACES TABLE OF

inches (1-1/2”) in accordance with the requirements of Section 26, “Cold Plane Asphalt Concrete Pavement”, of these Specifications. The planed area shall extend on each side of the cut as shown on Standard Drawing 4-31. The planed area shall be given a tack coat of asphaltic emulsion and paved with one and one-half inches (1-1/2”) of

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SECTION 14 - RESTORATION OF SURFACES TABLE OF

that have been overlayed with asphalt concrete greater than one inch (1”) in depth, shall be treated as follows: The existing pavement around the cut shall be planed to a depth of one and one-half inches (1-1/2”) in accordance with the requirements of Section 26, “Cold Plane Asphalt Concrete Pavement”, of these Specifications.

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Archive - City of Elk Grove

Section 26: Cold Plane Asphalt Concrete Pavement: Section 27: Curbs, Gutters, Sidewalks and Drainage Structures: Section 28: Piling Table: Section 29: Prestressing Concrete: ... Traffic Stripes and Pavement Markings: Section 49: Signals, Lighting and Electrical Systems: Section 50: Construction Materials: Appendix A: Holiday Moratorium Exhibit:

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COUNTY OF RIVERSIDE

15 398200 cold plane asphalt concrete pavement sqyd 300 16 013903 place asphalt concrete dike (crs 212) (6") lf 974 17 394075 place hot mix asphalt dike (type d) lf 15 18 013905 asphalt concrete (driveway approach with asphalt concrete dike) (crs 206) ea 1 19 017309 minor concrete (type "d" curb) (crs 204) lf 80 20 017316 minor concrete (curb ...

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Pavement milling - Wikipedia

Pavement milling (cold planing, asphalt milling, or profiling) is the process of removing at least part of the surface of a paved area such as a road, bridge, or parking lot.Milling removes anywhere from just enough thickness to level and smooth the surface to a full depth removal. There are a number of different reasons for milling a paved area instead of simply repaving over the existing ...

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Attachment D Cost Estimate - California

SECTION 2: PAVEMENT STRUCTURAL SECTION Item code Unit Quantity Unit Price ($) Cost 150771 Remove Asphalt Concrete Dike LF x = $ - 150305 Obliterate Surfacing SQYD x = $ - 150860 Remove Base and Surfacing CY x = $ - 153103 Cold Plane Asphalt Concrete Pavement SQYD 71,060 x

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TxDOT Specifications - dot.state.tx.us

Nov 15, 2006  4) For asphalt concrete materials, Contractor testing and bonus and penalty provisions will be waived unless otherwise shown on the plans. 5) Use of a motor grader will be permitted for asphalt concrete pavement unless otherwise shown on the plans. 6) Show on the plans the operations to use to repair flexible pavement structure.

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PALENSKY WILDLIFE MITIGATION AREA (PWMA) FLOODPLAIN ...

Section 00744 - Asphalt Concrete Pavement Section 00745 - Asphalt Concrete Pavement - Statistical Acceptance Section 00746 - Crack Sealing Flexible Pavements Section 00748 - Asphalt Concrete Pavement Repair Section 00749 - Miscellaneous Asphalt Concrete Structures Section 00754 - Plain Concrete Pavement Repair Section 00755 - Continuously ...

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02500 - Asphalt Paving Surfacing

ASPHALT PAVING SURFACING 02500-5 D. Prior to placing asphalt over existing pavement, sweep the pavement clean of loose dirt to the satisfaction of the Engineer. 3.04 ASPHALT CONCRETE A. Asphalt concrete shall be proportioned, mixed, placed, spread and compacted in conformance with the applicable requirements of Section 39-3 and 39-6 of the

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Construction Specs by Section - City of Elk Grove

Section 16: Water Used in Construction: Section 17: Dust Control: Section 18: Earthwork: Section 19: Trench Excavation, Bedding and Backfill: Section 20: Landscaping: Section 21: Finishing Roadway: Section 22: Base Material: Section 23: Asphalt Concrete: Section 24: Side Forms and Headers: Section 25: Portland Cement Concrete Pavement: Section ...

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PROJECT ID NO

PROJECT ID NO. SPECIAL PROVISIONS SECTION R - ROADWAY The following Special Provisions supplement and amend the Standard Specifications for Public Works Construction, 2015 Edition.

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Chapter 4 Construction Details - California Department of ...

construction requirements for work on existing asphalt concrete facilities. All requirements including smoothness requirements in Section 39, except those in Section 39-3, “Existing Asphalt Concrete,” of the Standard Specifications, apply to all types of HMA. Construction of Quality Asphalt Pavements (Manual Series No. 22), published for

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Archive - City of Elk Grove

Section 26: Cold Plane Asphalt Concrete Pavement: Section 27: Curbs, Gutters, Sidewalks and Drainage Structures: Section 28: Piling Table: Section 29: Prestressing Concrete: ... Traffic Stripes and Pavement Markings: Section 49: Signals, Lighting and Electrical Systems: Section 50: Construction Materials: Appendix A: Holiday Moratorium Exhibit:

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PAGE 1 BRIDGE COLD PLANE ASPHALT CONCRETE FEDERAL

11 398200 cold plane asphalt concrete pavement sqyd 17,600 14.00 246,400.00 12 840656 PAINT TRAFFIC STRIPE (2-COAT) LF 156,000 .22 34,320.00 13 870009 MAINTAINING EXISTING TRAFFIC MANAGEMENT LS LUMP SUM 1,000.00 1,000.00

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CHAPTER 3 - TYPICAL SECTIONS (Limited Revisions) Revision 44

25 Shoulder Break-Point of intersection of the shoulder slope plane and the embankment or ditch slope plane. 26 Shoulder Joint-In Portland cement concrete pavements, the joint between the shoulder slab and the traveled way slabs. 27 Subbase Course-Compacted layers of well-graded sand and gravel placed as a foundation for pavement layers above it.

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California Department Of Transportation: Contract Cost ...

Adjusted prices are adjusted to today's dollars based on the Caltrans Construction Cost Index; To remove a row from the calculations, uncheck the checkbox next to that row. To see additional information for a contract, click on that contract number.

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Attachment D Cost Estimate - California

SECTION 2: PAVEMENT STRUCTURAL SECTION Item code Unit Quantity Unit Price ($) Cost 150771 Remove Asphalt Concrete Dike LF x = $ - 150305 Obliterate Surfacing SQYD x = $ - 150860 Remove Base and Surfacing CY x = $ - 153103 Cold Plane Asphalt Concrete Pavement SQYD 71,060 x

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02500 - Asphalt Paving Surfacing

ASPHALT PAVING SURFACING 02500-5 D. Prior to placing asphalt over existing pavement, sweep the pavement clean of loose dirt to the satisfaction of the Engineer. 3.04 ASPHALT CONCRETE A. Asphalt concrete shall be proportioned, mixed, placed, spread and compacted in conformance with the applicable requirements of Section 39-3 and 39-6 of the

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COUNTY OF RIVERSIDE

Item 26, REMOVE PAVEMENT MARKER Item 69, THERMOPLASTIC CROSSWALK AND PAVEMENT MARKING Item 77, HOT MIX ASPHALT (TYPE A) (OVERLAY 0.50') ... COLD PLANE ASPHALT CONCRETE PAVEMENT Item 75, ROADWAY EXCAVATION Item 76, HOT MIX ASPHALT (TYPE A) ... Refer to Section 00-1.03, “Time of Completion,” on page 3 of the special

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SECTION 024113 - SITE DEMOLITION

Dispose of asphalt concrete cold planer cuttings in the asphalt disposal area shown on the drawings. Dispose of cold planer cuttings and/or grindings off Port property. Asphalt concrete cold planer cuttings may be used as aggregate base course. Gradation shall be 95 100 percent passing the 1 1/2 inch sieve and 0 15 percent passing the #200 sieve.

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January 2008 Standard Construction Specifications

Download the entire specification (19 mb PDF) Note 1: An errata sheet will be sent with hard copies addressing Section 38.5, corrected to read as follows: "A regularly manufactured “T” or “Y” fitting of the same materials as the collector sewer shall be used in the collector sewer and shall be inclined upwards at a minimum angle of twenty-five degrees (25°) and a maximum of forty-five ...

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BOOK 1 OF 1 NOTICE TO BIDDERS AND SPECIAL PROVISIONS

Asphalt (HMA) shall conform to the Section 39 of the Standard Specifications and the special provisions contained herein. As of writing, they can be accessed can be accessed on the Caltrans

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Public Works Department - Corona, CA

such as, but not limited to , asphalt concrete, base rock, Portland Cement Concrete, pipe and reinforcing steel. Revise Subsection 4-1.4, “Test of Materials,” as follows: Delete the last sentence in Paragraph 1 and add the following: For private contracts, the permittee shall retain the services of a professional testing

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RESOURCE MANAGEMENT AGENCY

15 393004 Geosynthetic Pavement Interlayer (Fabric) SQYD 93760 16 (F) 397005 Tack Coat TON 13 17 398200 Cold Plane Asphalt Concrete Pavement SQYD 73747 18 510094 Minor Concrete (Drainage Inlet) EA 8 19 568062 Pedestrian Barricade EA 1 20 650409 15" Reinforced Concrete

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VARIOUS LOCATIONS IN PLACER COUNTY CONTRACT NO.

including but not limited to, the provisions of Labor Code Section 1775 relating to the payment of prevailing wages, Section 1777.5 relating to the employment of apprentices and Section 1811-1813 relating to the payment of Overtime. Failure to co mply with the proper prevailing wage requirements

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