02743 - Asphalt Concrete Pavement

SECTION 02743 - ASPHALT CONCRETE PAVEMENT CITY OF OCEANSIDE 02743 - 1 STANDARD SPECIFICATIONS REV August 2017 PART 1 - GENERAL 1.1 WORK OF THIS SECTION A. This section includes materials, testing, and installation of aggregate base course, prime coat, tack coat, asphalt concrete pavement, seal coat, and temporary paving

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SECTION 02513 PAVEMENTS - UNDP | Procurement Notices

Mix Design of proposed asphalt concrete mixture. C. Copies of test results from tests conducted to assure compliance to contract document requirements. PART 2 

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SECTION 406 ASPHALTIC CONCRETE 406-1 Description

Oct 31, 2019 · SECTION 406 ASPHALTIC CONCRETE 406-1 Description The work under this section shall consist of furnishing all materials, mixing at a plant, hauling, placing and compacting a mixture of aggregate, recycled asphalt pavement (RAP) if utilized, asphalt cement and approved

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STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT SURFAC

What are the specifications of asphalt?

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PDF Section 336 Asphalt Concrete Pavement

projects requiring asphalt concrete pavement placement equal or greater than either 500 tons of asphalt concrete per day, the CONTRACTOR shall have a full time asphalt pavement construction supervisor on site to direct the asphalt concrete pavement construction during test sections and pavement construction operations. The supervisor

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PDF Section 00745 - Asphalt Concrete Pavement - Statistical

00745.00 716 Section 00745 - Asphalt Concrete Pavement - Statistical Acceptance Description 00745.00 Scope - This Work consists of constructing one or more Courses of hot mix or warm mix asphalt concrete Pavement, plant mixed into a uniformly coated mixture, laid on a prepared

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Chapter 4: Construction Details, Section 36: Surfacing and

Form CEM-3736, “Pavement Smoothness Inertial Profiler Submittal Record,” is a checklist to review the completeness of submittals of inertial profiler data files, reports, and calibration information. This form should be used for both hot mix asphalt and concrete pavements.

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32 12 16 - Asphalt Paving

SECTION 32 12 16 ASPHALT PAVING PART 1 - GENERAL 1.01 SECTION INCLUDES A. Placing of base course. B. Placing of asphalt concrete. C. Sealant. D. Field quality control. E. Maintenance of pavement. 1.02 RELATED SECTIONS A. Preparation of sub grade to proper grade for base course, including compaction, is specified in Section 31 00 00 - Earthwork.

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Laboratory Performance Test for Asphalt Concrete - MnDOT

asphalt pavement cracking performance. Second and third phase used a series of field sections across Minnesota to conduct field performance evaluations as 

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PDF Section 315 Asphalt Concrete Pavement I. General

A. Asphalt Concrete Produced with Warm Mix Asphalt Additives or Processes: 1. When the base temperature is 40°F and above: The Owner will permit laydown at any temperature below the maximum limits given in Section 211.08. 2. When the mixture temperature is below 200°F: The Contractor will not be allowed to place the material.

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SECTION 315 ASPHALT CONCRETE PAVEMENT I. GENERAL

A. Asphalt Concrete Produced with Warm Mix Asphalt Additives or Processes: 1. When the base temperature is 40°F and above: The Owner will permit laydown at any temperature below the maximum limits given in Section 211.08. 2. When the mixture temperature is below 200°F: The Contractor will not be allowed to place the material.

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Pavement Manual: Surface Test Type B for Concrete and Hot

Surface Test Type B is the default for the final riding surface of travel lanes with the exceptions noted in Section 5 above. The ride quality specification for concrete and hot-mix asphalt surfaces includes incentives and disincentives based on the contractor's performance in constructing a smooth surface.

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DIVISION 400 Bituminous Pavements

Section 401—Major Hot Asphalt Concrete Pavement With Pay Factor control plan and submission of test data demonstrating that the mixture will meet the.

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Pavement Manual: Surface Test Type A for Concrete and Hot

Anchor: #i1001967 Section 4: Surface Test Type A for Concrete and Hot-Mix Asphalt Surfaces. Surface Test Type A is the default for service roads and ramps, bridge structures, short projects, leave-out sections (such as driveways, intersections, etc.), ends, shoulders, and other areas, including intermediate layers.

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State Test Case #1, Florida: FDOT SECTION 334A Airport

FDOT SECTION 334A SUPERPAVE ASPHALT CONCRETE AIRPORT PAVEMENT FOR <60,000# AIRCRAFT GROSS WEIGHT SECTION 334 SUPERPAVE ASPHALT CONCRETE, inclusive, and all other referenced parts of Florida Department of Transportation, Standard Specifications for Road and Bridge Construction, Current Edition, are applicable under this SECTION

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