section 02615 asphalt concrete leveling course
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section 02615 asphalt concrete leveling course .

Asphalt Leveling Course Specifications - XpCourse

3.1 Asphalt Concrete Leveling Course The tack coat, asphalt concrete and the placement and compaction of the mix shall be as specified in Section 2620 bituminous prime and tack coat and Section 2630 asphalt concrete pavement except as modified herein. 3.2 Preparation of Existing Surfaces The entire surface shall be cleaned wi th a power broom.After the surfaces

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ENGINEERING SPECIFICATIONS - Lake Havasu City, Arizona

Section 02615 - Asphalt Concrete Leveling Course; Section 02620 - Bituminous Prime and Tack Coats; Section 02625 - Asphalt Chip Seal; Section 02630 - Asphalt Concrete Pavement; Section 02635 - Asphalt Concrete Overlay; Section 02640 - Recycled Asphalt Concrete Pavement; Section 02645 - Hot In-Place Recycled Asphalt Concrete Pavement

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What is Asphalt Leveling Course? - Benchmark Inc.

2018-5-22  Asphalt leveling course is defined as a layer of asphaltic concrete pavement of varying thickness spread on an existing pavement to compensate for irregularities prior to placing the surface or wearing course. As you may or may not know, an asphalt pavement section or structure is made up of multiple and different asphalt layers (lifts or courses).

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SECTION 26 - COLD PLANE ASPHALT CONCRETE

2014-7-16  Leveling course material shall be placed as shown on the Plans and paid for under the unit price bid per ton for asphalt concrete, and no additional payment will be made. Pavement fabric binder shall be AR4000. The minimum asphalt binder temperature shall be ... Section 26 – Cold Plane Asphalt Concrete Pavement 26.4 07/24/01

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CHAPTER 630 FLEXIBLE PAVEMENT HMA

2020-3-20  Code section 42703 that specifies specific amounts of crumb rubber modifier (CRM) usage in HMA. ... formerly known as open graded asphalt concrete (OGAC), is a non-structural wearing course placed primarily on asphalt pavement. The ... asphalt leveling course, or on the surface of an existing flexible pavement. A GPI should not be

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SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1

2016-2-3  SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1 GENERAL 1.01 WORK INCLUDED A. Mixing, spreading, compacting and finishing of bituminous pavements for base, leveling and surface courses on roads, parking lots, and other areas. 1.02 RELATED WORK A. Section 02110: Clearing and Grubbing B. Section 02210: Grading and Excavation

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SECTION 13 ASPHALT CONCRETE - Palo Alto, California

2020-9-19  thickness. Asphalt binder to be mixed with aggregate shall be PG 64‐10 steam‐ refined paving asphalt conforming to the provisions of Section 92, "Asphalt Binders", of the Caltrans Standard Specifications. AC Layer Aggregate Grading Surface Course (Pavement) 1/2" maximum, medium Leveling Course 3/8” maximum

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STANDARD CONSTRUCTION SPECIFICATIONS FOR

2019-3-2  Division 40 – Asphalt Surfacing Revised 11/08 SECTION 40.02 SEAL COAT Article 2.1 Description The Work under this Section consists of the performance of all Work required for the construction of a seal coat of asphalt cement and cover aggregate on RAP, strip-paved, and gravel surfaces. Article 2.2 Asphalt

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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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Local Agency Programs Hot Mix Asphalt Selection

2020-3-10  and leveling courses. For mixtures meeting the definition of base course, field regress air void content to 3.0 percent with liquid asphalt cement unless specified otherwise on HMA application estimate. Note 2: The mixture type in each traffic category listed in the above table is

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Section 400 BITUMINOUS PAVEMENTS

2009-11-23  asphalt for leveling where feathered edge is required dense, granular texture for rural suburban, and urban arterial roadways dense, gritty texture for single course resurfacing of rural, suburban, and urban arterial NOTES: 1. All aggregate percentages are based on the total weight of the aggregate. The asphalt content is based on the total ...

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ASPHALTIC CONCRETE Description - ADOT

2019-12-30  Asphaltic Concrete (AC) 406 408 (recycled), 413 (rubber), 416 (end-product) 417 (end-product) SHRP General purpose, hot mixed, paving materials used for leveling, and base courses as well as surface courses; broadly graded, dense mixes. Asphaltic Concrete Friction Course (ACFC) 407 414 (rubber) Open graded mixes used for riding surfaces only;

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SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1

2016-2-3  SECTION 02513 ASPHALTIC CONCRETE PAVING PART 1 GENERAL 1.01 WORK INCLUDED A. Mixing, spreading, compacting and finishing of bituminous pavements for base, leveling and surface courses on roads, parking lots, and other areas. 1.02 RELATED WORK A. Section 02110: Clearing and Grubbing B. Section 02210: Grading and Excavation

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STANDARD CONSTRUCTION SPECIFICATIONS FOR

2019-3-2  Division 40 – Asphalt Surfacing Revised 11/08 SECTION 40.02 SEAL COAT Article 2.1 Description The Work under this Section consists of the performance of all Work required for the construction of a seal coat of asphalt cement and cover aggregate on RAP, strip-paved, and gravel surfaces. Article 2.2 Asphalt

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Hot Mix Asphalt (HMA) Selection Guidance - December

2018-1-2  polymer. The increase in the high temperature number results in an asphalt binder with improved high temperature stiffness or rutting resistance for both the leveling and top course. Example: For a high stress application for a mixture type 5E3 placed in an intersection the recommended binder grade would be a PG70-28P instead of a PG64-28.

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SECTION 02513 ASPHALT CONCRETE PAVING

ASPHALT CONCRETE PAVING STD SPEC 02743 - 2 PART 2 - MATERIALS 2.01 ASPHALT CONCRETE PAVING Asphalt concrete paving shall conform to III-C2-AR-4000 as listed in Section 400-4 of the Public Works Specifications “GREENBOOK.” 2.02 ASPHALT Asphalt shall be viscosity grade AR 4000 or AR 8000. Asphalt content in the pavement shall be 5.5% to 6.0%.

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PENNDOT ASPHALT TECHNICIAN CERTIFICATION

2021-3-24  Section 309: Superpave Asphalt Mix Design, HMA Base Course • 309.1 Description - This work is the standard construction of plant mixed Hot-Mix Asphalt (HMA) base course on a prepared surface using a volumetric mixture design developed with the Superpave Gyratory Compactor. • 309.2 Materials – follows 409.2. 40 Section 309: Superpave ...

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401 DIVISION 400 ASPHALT PAVEMENTS SECTION 401

2020-10-5  Asphalt Concrete Hot Mix Surface Course (1/2” [12.5 mm]) or (3/8” [9.5 mm]) , conforming to Section 407, may be used in lieu of an asphalt surface treatment and will be considered to be equivalent

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Sections 300 - 500 Revisions — Colorado Department of ...

revision of section 401 - hot mix asphalt compaction (steel wheel roller) revision of section 401 - roller pass study - leveling course. revision of section 401 - superelevation improvement. revision of section 403 - hot mix asphalt ticket collection. revision of section 405 - heating and repaving treatment.

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Nebraska Asphalt Update

2016-11-10  Asphalt Patching Spec. Update 1) Forpatches16‐inches(40cm)deeporless,determinedatthetimeof patching, the patching will be measured by the ton (megagram) of “Asphaltic Concrete for Patching, Type ___” required to complete the patch and repair any faulty subgrade. No equipment rental will be paid for this

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ASPHALTIC CONCRETE Description - ADOT

2019-12-30  Asphaltic Concrete (AC) 406 408 (recycled), 413 (rubber), 416 (end-product) 417 (end-product) SHRP General purpose, hot mixed, paving materials used for leveling, and base courses as well as surface courses; broadly graded, dense mixes. Asphaltic Concrete Friction Course (ACFC) 407 414 (rubber) Open graded mixes used for riding surfaces only;

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SECTION 1300 - ASPHALTIC CONCRETE PAVEMENT

2021-2-3  SECTION 1300 - ASPHALTIC CONCRETE PAVEMENT 1301 SCOPE. This section covers asphaltic concrete (AC) pavement for ... Leveling Course Mix – KDOT BM-1 ... A. Asphalt cement shall conform to the Performance Graded (PG) system. The asphalt oil used for residential, collector, and arterial streets shall be PG 64-22 for all types of AC mixes. ...

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Georgia Department of Transportation

2021-1-15  • Leveling courses at the Engineer’s discretion ... • Bring the surface area to the proper cross section and grade with a leveling course of hot mix asphaltic concrete materials, when the existing course is irregular ... • Capable of heating asphalt concrete pavement to a temperature high enough to remove excess moisture and

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SECTION 02513 ASPHALT CONCRETE PAVING

ASPHALT CONCRETE PAVING STD SPEC 02743 - 2 PART 2 - MATERIALS 2.01 ASPHALT CONCRETE PAVING Asphalt concrete paving shall conform to III-C2-AR-4000 as listed in Section 400-4 of the Public Works Specifications “GREENBOOK.” 2.02 ASPHALT Asphalt shall be viscosity grade AR 4000 or AR 8000. Asphalt content in the pavement shall be 5.5% to 6.0%.

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02500 - Asphalt Paving Surfacing

2015-7-22  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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SECTION 02740 – ASPHALT CONCRETE

2019-10-29  SECTION 02740 – ASPHALT CONCRETE PUMP STATION #2 #3 UPGRADES 02740 ASPHALT CONCRETE CITY OF FERNDALE, WA PAGE 02740- 1 PART 1. GENERAL 1.01 SECTION INCLUDES A. Work includes but is not limited to the following: 1. Provide all material, labor, and equipment to prepare subgrade, base course, top

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39 ASPHALT CONCRETE - fs.usda.gov

SECTION 39 ASPHALT CONCRETE 450 1. Asphalt binder supplier 2. Liquid antistrip producer 3. Liquid antistrip dosage You may change any of the above items only once during the Contract. Submit your modified JMF request at least 15 days before production. Each modified JMF submittal must include: 1.

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400 - Flexible Pavement Design - Ohio

2021-1-15  406.2.5 Item 442 Asphalt Concrete Intermediate Course, 19mm, Type A B (448) This item is the same as Item 442 Asphalt Concrete Intermediate Course, 19mm, Type A B (446) (Section 406.2.1) except it can be used as a variable thickness course. The minimum and maximum lift thickness and maximum total thickness in Section 406.2.1 apply.

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Existing Surface Preparation for Overlays – Pavement ...

Overlays (either structural or non-structural) make up a large portion of the roadway paving done today.The degree of surface preparation for an overlay is dependent on the condition and type of the existing pavement. Generally, the existing pavement should be structurally sound, level, clean and capable of bonding to the overlay.

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