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section 1400 asphaltic concrete surface and base

section 1400 asphaltic concrete surface and base

SECTION 1400 ASPHALTIC CONCRETE SURFACE AND BASE

SECTION 1400 ASPHALTIC CONCRETE SURFACE AND BASE . 1401 SCOPE. This section covers the requirements for all labor, equipment, materials and quality of work for the construction of asphalt concrete base and/or asphalt concrete surface. The contractor shall cooperate with other contractors, public utility companies and other parties involved in

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REVISIONS TO SPECIFICATIONS June 2017

Section 1400 – Asphaltic Concrete Surface and Base 1420 Added section Crushed Aggregate Base Course (Type 1) for aggregate placed under asphalt pavement. D14-10 Added new detail drawing for Natural Route street cross section.

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Section 02600 - Pavement - Savannah, GA

B. Base - One (1) test each per 250 square yards. 1. Field Determination of Compaction. C. Asphaltic Concrete - One (1) test each for 250 tons of asphaltic concrete. These tests shall conform to the Georgia Department of Transportation’s Standards for roads and bridges. 1. Asphalt extraction and aggregate test; one set for

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SECTION 14 - RESTORATION OF SURFACES TABLE OF

Where asphalt surfacing exists, the surface restoration must match the corresponding portions of the existing private road but not be less than 2 inches of asphalt concrete over 4 inches of Class 2 aggregate base. Aggregate base and asphalt concrete must be as specified in Section 14-3, “Streets and Parking Lots,” in this

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Asphalt Concrete Base (ACB) – Pavement Interactive

Asphalt concrete base (ACB), also called asphalt treated base (ATB), is a dense-graded HMA with a larger nominal maximum aggregate size (1 inch) intended for use as a base course or binder course (see Figure 1). In addition to site paving benefits, ACB can be advantageous because it can provide:

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City of Olathe Home

Section 1300 Asphaltic Concrete Pavement Base Asphalt for Local and Collector Streets Surface Asphalt for Local and Collector Streets Surface Asphalt for Service and Arterial Streets BM-2B or BM-2BFR (per Section 1303) BM-2 or BM-2FR (per Section 1303) Modified Superpave (per Section 1305) Section 1400 Portland Cement Concrete Pavement KCMMB-4K

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STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE WORKS

section 1300 – bituminous surface and base course page no ... 1307 bituminous macadam 13-37 1308 dense bituminous macadam 13-40 1309 asphalt concrete/ bituminous concrete 13-48 1310 close-graded premix surfacing/mixed seal surfacing 13-52 1311 open-graded premix surfacing 13-55 ... section 1400-kerbs and footpaths page no 1401 concrete kerbs 14-1

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TENNESSEE DEPARTMENT OF TRANSPORTATION

section 306 – portland cement concrete base ..... 238 section 307 – bituminous plant mix base (hot mix) ..... 243 section 309 – aggregate-cement base course ..... 253 section 310 – conditioning mineral aggregate base . 260 section 312 – aggregate-lime-fly ash stabilized base

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KDOT: 2015 Standard Specifications for State Road and ...

Jul 08, 2021  surface recycled asphalt construction ... division 1400 - concrete admixtures and curing materials. 1401. ... epoxy-resin-base bonding systems for concrete: 15-er-1-r21 - errata sheet for standard specification book for state road and bridge construction, edition 2015: 1706.

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Evaluation of Recycled Asphalt Concrete Materials as ...

materials. This information was used to evaluate the performance of the recycled asphalt concrete material for use as unbound base. 1.0 INTRODUCTION This technical memorandum summarizes the evaluation of a rehabilitation strategy that involves recycling an existing asphalt concrete surface and a portion of the base material into a new base layer.

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MASTER SPECIFICATIONS Division 32 EXTERIOR

4. Asphalt Base Course: Minimum surface temperature of 40 deg F in the shade and rising at time of placement. 5. Asphalt Surface Course: Minimum surface temperature of 45 deg F in the shade at time of placement and rising at time of placement. C. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a

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Pavement Thickness Design

Mar 05, 2020  determined or assumed. This section will explain the parameters required to design the pavement thickness of both concrete and hot mix asphalt roadways. The same parameters can be used for input data in computer programs on pavement determinations. The program used should be based on AASHTO design methods.

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SECTION 32 05 23 - CEMENT AND CONCRETE FOR

Apply concrete mix and mark off surface as indicated on Drawings with surface joints at least 10 mm (3/8 inch) deep. Level off finish to a true surface and compact with wood float, working as little as possible so that coarse material will remain at the top. Before finish has set, treat top surface with cement retarding material.

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City of Lawrence Department of Municipal Services ...

Section 1300 – Asphaltic Concrete Pavement 1) No Change Section 1400 – Concrete Pavement 2021 Comments: 1) 1402 MATERIALS – D. Joint Sealing Compounds – Added the “Type II” designation for the approved Hot-pour, Polymeric Asphalt Based joint seal. Section 1500 – Concrete Curb, Curb and Gutter, Sidewalk, and Driveway Entrances.

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Road Standards and Paving Standards - Standards Worldwide

The types of paving covered by these standards are typically made of asphalt, concrete, and bituminous materials. These road and paving standards allow geotechnical engineering firms and construction companies to examine and evaluate paving materials to ensure strength and durability towards safe application and use.

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Chapter 3 Pavement Patching and Repair

surface is normally classified as flexible (consisting of asphaltic materials) or rigid (consisting of Portland Cement Concrete) pavement. It is desirable that the roadway surface provide a safe, smooth driving surface with good skid resistance for the people we serve. Roadway distress such as alligator cracks,

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Wisconsin Department of Transportation

Jan 12, 2021  465.0400 Asphaltic Shoulder Rumble Strips LF 0 9,460 9,460 Plan Sheets: Revised Plan Sheets Plan Sheet Plan Sheet Title (brief description of changes to sheet) 47 Miscellaneous Quantity (Updated Removing Asphaltic Surface Milling and Asphaltic Items Tables) (Added Asphaltic Shoulder Rumble Strip Table)

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PN 420 - 7/18/2014 - SURFACE SMOOTHNESS

slab in any 0.1-mile (0.16 km) section evaluated for pay adjustment. These 40 feet (12.2 m) sections will be measured and evaluated for localized roughness corrections Asphalt Concrete Surface: Correct all localized areas of roughness having deviations, high or low points, with an IRI in excess of 160 inches per mile (2.53 m/km) in 25 feet (7.6 m).

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This report documents a Chemkrete modified asphaltic ...

asphaltic concrete overlay over existing surfacing for 3.5 miles and 3.0 inches of asphaltic concrete over 8.5 inches of in-place cement stabilized base course for 6.7 miles. The change order provided for the a ddition of Chemkrete modifier in 2.5 inches of asphaltic concr ete for 2.5 miles of the ce ment stabilized section.

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STANDARD HIGHWAY SPECIFICATIONS

SECTION 4.02 - Asphaltic Concrete Wearing Course ... SECTION 4.04 - Concrete Base for Pavement..... 163 SECTION 4.05 - Concrete Pavement ... SECTION 4.13 DSA – Surface Applied Detectable Warning Units ...

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REVISED STANDARD SPECIFICATIONS FOR SECTIONS 407

Page 264, Delete Section 407 - Tack Coat in its entirety and replace it with the following: “SECTION 407 - TACK COAT 407-1 DESCRIPTION. This work shall consist of preparing and treating an existing portland cement concrete surface or hot mix asphalt surface, excluding the surface of permeable base material with tack

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Wisconsin Department of Transportation

Jan 12, 2021  465.0400 Asphaltic Shoulder Rumble Strips LF 0 9,460 9,460 Plan Sheets: Revised Plan Sheets Plan Sheet Plan Sheet Title (brief description of changes to sheet) 47 Miscellaneous Quantity (Updated Removing Asphaltic Surface Milling and Asphaltic Items Tables) (Added Asphaltic Shoulder Rumble Strip Table)

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Recycled Aggregate - California

An overview of recycled aggregate base and subbase, made from crushing concrete and asphalt; California specifications: Greenbook and Caltrans (California DOT); organizations, and siting considerations in California, developed by the California Integrated Waste Management Board, now known as CalRecycle.

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Chapter 3 Pavement Patching and Repair

surface is normally classified as flexible (consisting of asphaltic materials) or rigid (consisting of Portland Cement Concrete) pavement. It is desirable that the roadway surface provide a safe, smooth driving surface with good skid resistance for the people we serve. Roadway distress such as alligator cracks,

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CONCRETE PAVEMENT GUIDE - California Department of ...

Concrete Pavement Guide Division of Maintenance Pavement Program Preface January 2015 PREFACE The Concrete Pavement Guide (CPG) provides a comprehensive overview of current new construction-reconstruction, preservation, and rehabilitation strategies used by the Department for concrete pavement.

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ENVIRONMENTAL LOADS Minnesota Department of

section was instrumented with thermocouples at various depths in the concrete and asphalt. Thermocouples were placed at the midpanel and at midslab, adjacent to the lane/shoulder joint. The top thermocouple is located 13 mm below the pavement surface. A thermocouple was also embedded into the bottom of the overlay at the concrete/asphalt interface.

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SECTION 03 30 00, CAST-IN-PLACE CONCRETE

Form Ties: Develop a minimum working strength of 13.35 kN (3000 pounds) when fully assembled. Ties shall be adjustable in length to permit tightening of forms and not have any lugs, cones, washers to act as spreader within form, nor leave a hole larger than 20 mm (3/4 inch) diameter, or a depression in exposed concrete surface, or leave metal closer than 40 mm (1 1/2 inches) to concrete surface.

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SECTION 32 05 23 - CEMENT AND CONCRETE FOR

Apply concrete mix and mark off surface as indicated on Drawings with surface joints at least 10 mm (3/8 inch) deep. Level off finish to a true surface and compact with wood float, working as little as possible so that coarse material will remain at the top. Before finish has set, treat top surface with cement retarding material.

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Design of Surface Mine Haulage Roads - A Manual

distances from an initial velocity of 20 mph, on a dry, level, clean concrete surface: While the Majority of haulage truck manufacturers equip their products with brake systems that meet or exceed these criteria, there is no indication of how brake performance may vary with changes in grade, road surface

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Surfaces Rails-to-Trails Conservancy

However, those installing asphalt should be conscious of the possibility of environmental contamination during construction. Concrete. Concrete is usually the longest lasting of the hard surface materials, but it is also one of the most expensive. Well-maintained concrete can last 25 years or more.

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How can asphalt be a better running surface than concrete ...

Concrete is known as rigid pavement. There is no flexibility built into it. Asphalt is know as flexible pavement because it flexes. When choosing a running surface, asphalt may be better than concrete, but it may not be the best surface either. If...

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Plans: “Heavy Duty H.M.A.C. Pavement Section Detail”

flex base 95% modified astm d1557 6" compacted subgrade 95% standard astm d698 heavy duty h.m.a.c. pavement section no scale asphalt prime coat 6" 8" 3" 2" 3" type "b" h.m.a.c. asphalt tackcoat 20-5700 06/24/2020 city of big lake reagan county, texas 12th street improvements heavy duty h.m.a.c. pavement section addendum #1

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This report documents a Chemkrete modified asphaltic ...

asphaltic concrete overlay over existing surfacing for 3.5 miles and 3.0 inches of asphaltic concrete over 8.5 inches of in-place cement stabilized base course for 6.7 miles. The change order provided for the a ddition of Chemkrete modifier in 2.5 inches of asphaltic concr ete for 2.5 miles of the ce ment stabilized section.

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