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asphalt concrete pavement test section

asphalt concrete pavement test section

Chapter 4: Construction Details, Section 39: Asphalt Concrete

During the first 750 tons of production, witnesses the contractor sampling aggregate, asphalt binder, and reclaimed asphalt pavement on the first day of production in accordance with Section 39-2.01A(4)(h)(v), “Production Start-Up Evaluation,” of the Standard Specifications, and California Test 125, “Method of Test for Sampling Highway ...

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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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ASPHALT CONCRETE PAVEMENT - lhcaz.gov

the compacted pavement divided by the 75 blow Marshall specific gravity of the corresponding lot. 2. Lot For the purposes of compliance testing, a lot shall be 300 tons of asphalt concrete placed or one day’s production, as determined by the Engineer. 3. Coarse Aggregate Portion of the mineral aggregate retained on the No. 4 sieve.

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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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MARSHALL MIX DESIGN METHOD FOR ASPHALTIC

1.1 This method is used to design Asphaltic Concrete mixes with Reclaimed Asphalt Pavement (RAP) using 4-inch diameter Marshall apparatus. 1.2 This test method involves hazardous material, operations, and equipment. This test method does not purport to address all

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MARSHALL MIX DESIGN METHOD FOR ASPHALTIC

1.1 This method is used to design Asphaltic Concrete mixes with Reclaimed Asphalt Pavement (RAP) using 4-inch diameter Marshall apparatus. 1.2 This test method involves hazardous material, operations, and equipment. This test method does not purport to address all

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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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Georgia Department of Transportation

Pavements Inspection Section 402: Hot Mix Recycled Asphaltic Concrete Definition Asphalt RAP: Asphalt Reclaimed Asphalt Pavement and other components (See Standard SPEC PG 304) Requirements • Do not use RAP material that contains alluvial gravel or local sand in any mixture placed on Interstate Projects

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SECTION 02513 ASPHALT CONCRETE PAVING

ASPHALT CONCRETE PAVING STD SPEC 02743 - 1 STANDARD SPECIFICATION SECTION 02743 ASPHALT CONCRETE PAVING PART 1 - GENERAL 1.01 DESCRIPTION This section includes materials, testing, and installation of aggregate base course, prime coat, tack coat, asphalt concrete pavement, seal coat, striping and markers. 1.02 RELATED WORK SPECIFIED ELSEWHERE

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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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Specific Pavement Studies FHWA

Rigid pavement test sections consist of 203 mm and 279 mm thick doweled jointed plain concrete slabs on 152 mm thick dense-graded granular base. The study design stipulates the traffic volume in the study lane be at least 100 vehicles per day but not more than 10,000 ESALs in a year.

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Chapter 6: Sampling and Testing, Section 1: Sample Types ...

Table 6-1.13. Materials Acceptance Sampling and Testing Requirements: Asphalt Concrete (Standard Specifications Section 39) (14 of 14) Table 6-1.14. Materials Acceptance Sampling and Testing Requirements: Concrete Pavement (Standard Specifications Section 40) (1 of 2) See Table 6-1.17 for concrete materials; Table 6-1.14.

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STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT

necessary to complete the construction of hot mix asphalt concrete pavement consisting of one or more courses on a previously prepared base, seal coat of asphalt cement and cover aggregate, and bituminous surface treatment in single or multiple courses. Article 1.2 Applicable Standards

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Basics of Concrete Pavement Thickness Design

AASHO Road Test Performance Surviving Sections Loop 3 1.0 2.0 3.0 4.0 5.0 0 250 500 750 1000 1250 Serviceability Concrete (36 Sect) Asphalt (4 Sect) Loop 4 1.0 2.0 3.0 4.0 5.0 0 250 500 750 1000 1250 Load Applications

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DESIGN AND CONSTRUCTION GUIDELINES FOR FULL

• Subsurface information including Subsurface Exploration Logs and Laboratory Test Data. 3.3 Pavement Design Overlay A 4 in. minimum, two-course asphalt concrete overlay is recommended: • 2 ½ in. (25 mm) binder, • 1 ½ in. (9.5mm) top Consult with the Regional Materials Engineer for the appropriate overlay materials.

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SECTION 40.06 ASPHALT CONCRETE PAVEMENT

SECTION 40.06 ASPHALT CONCRETE PAVEMENT Delete the Section and add the following in its place: Article 6.1 Description The Work under this Section consists of the performance of all Work required for the construction of asphalt concrete pavement on a prepared base. Article 6.2 Material and Testing A. Asphalt:

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SECTION 23 ASPHALT CONCRETE TABLE OF CONTENTS

Section 23 – Asphalt Concrete 1/1/16 23.3 The Contractor’s mixing equipment must be equipped with a suitable, safe sampling device, or locations, capable of providing representative samples of virgin aggregates and RAP production materials being incorporated into the recycled asphalt pavement mixture. Should a

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Evaluation of Bonded Concrete Overlay of Asphalt under ...

Oct 30, 2020  The objective of the study was to evaluate the performance of BCOA pavement and to identify the influence of in-situ interface bond strength on the performance of BCOA pavements. Three full-scale BCOA test sections with thicknesses of 6 in., 4 in., and 2 in. of Portland cement concrete (PCC) over an aged asphalt pavement were tested under ...

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Initial Report On Experimental Project Recycling Of ...

The process of recycling asphaltic concrete pavements by removing , hot mixing and relaying with conventional equipment is now in the infant stages .... DOWNLOAD NOW » Author: Wyoming.State Highway Department. Publisher: ISBN: UOM:39015069157496 Category: Pavements, Asphalt concrete Page: 81 View: 894 A primary problem associated with recycling is the pollution created by the

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SECTION 40.06 ASPHALT CONCRETE PAVEMENT

SECTION 40.06 ASPHALT CONCRETE PAVEMENT Delete the Section and add the following in its place: Article 6.1 Description The Work under this Section consists of the performance of all Work required for the construction of asphalt concrete pavement on a prepared base. Article 6.2 Material and Testing A. Asphalt:

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ASPHALTIC CONCRETE Description

asphalt-rubber binder pavements respectively. The 409 specification is used for much smaller projects or areas where pavement structural strength is not as critical. Specification 407, 411 and 414 are asphaltic concrete friction courses (ACFC). These are open graded asphalt mixes that are porous and used as the final riding

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SECTION 1300 - ASPHALTIC CONCRETE PAVEMENT

SECTION 1300 - ASPHALTIC CONCRETE PAVEMENT 1301 SCOPE. This section covers asphaltic concrete (AC) pavement for roadways and parking areas. 1302 GENERAL. Pavement shall be constructed to the lines, grades, dimensions, and details as shown on the plans. Allowable mixes for AC pavements shall be the following:

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Long term monitoring of full scale pavement test section ...

Apr 23, 2015  AC b 32 (Asphalt Concrete for pavement with nominal maximum aggregate size of 32 mm) mixture was paved as base layer for the entire test section. The different experimental mixtures were paved as the wearing coarse layer.

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Section 3 Specification 3.50 Asphalt Concrete Pavement ...

Section 3 Specification 3.50 Asphalt Concrete Pavement -EPS 3 MAY 2001 3 3.50.1.2.8 Stratified Random Sample A Stratified Random Sample is a set of test measurements taken one

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STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT

necessary to complete the construction of hot mix asphalt concrete pavement consisting of one or more courses on a previously prepared base, seal coat of asphalt cement and cover aggregate, and bituminous surface treatment in single or multiple courses. Article 1.2 Applicable Standards

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Life Cycle Cost Analysis for Pavements

Mar 28, 2012  Adopted by AASHTO in 2008 as the Interim Pavement Design Guide New and rehabilitated pavements Calibrated with more than 2,400 asphalt and concrete pavement test sections across the U.S. and Canada, ranging in ages up to approximately 37 years Based on mechanistic - empirical principles that account for site specific: Traffic Climate

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Perpetual Pavement Asphalt Concrete on WAY-30 Test

US 30 Asphalt Pavement Materials Thickness (inches) Material Design Air Voids (%) PG Binder Properties 1.25 (856) Stone Matrix Asphalt Concr, 12.5mm 3.5 76-22M Durable Rut Resistant 1.75 (442) Asphalt Concrete Inter. Course, 19mm Type A 4.0 76-22M Durable Rut Resistant 9 (302) Asphalt Concrete Base 4.5 64-22 Economical Stable

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DESIGN AND CONSTRUCTION GUIDELINES FOR FULL

• Subsurface information including Subsurface Exploration Logs and Laboratory Test Data. 3.3 Pavement Design Overlay A 4 in. minimum, two-course asphalt concrete overlay is recommended: • 2 ½ in. (25 mm) binder, • 1 ½ in. (9.5mm) top Consult with the Regional Materials Engineer for the appropriate overlay materials.

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Specifications and Details for Public Works Construction

• Section 342: Decorative Pavement, Concrete Paving Stone • Section 345: Adjusting Frames, Covers, Valve Boxes, Meter Boxes and Pull Boxes • Section 355: Utility Potholes-Keyhole Method • Section 616: Reclaimed Water Line Construction • Section 710: Asphalt Concrete • Section 717: Asphalt-Rubber Asphalt Concrete

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Section 00744 - Asphalt Concrete Pavement Description ...

WMAC - Warm Mix Asphalt Concrete 00744.02 Definitions: Asphalt Concrete Pavement - Uniformly coated mixture of asphalt cement, graded Aggregate, and additives as required. The use of ACP in this section refers to either hot mix or warm mix asphalt concrete. Hot Mix Asphalt Concrete -

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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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FDOT’s Concrete Test Road

addition, the use of reclaimed asphalt pavement (RAP) as an aggregate source for the concrete pavement will be studied. 2. Drainage Experiment: The Drainage Experiment will include 16 test sections constructed with and without edge drains. Concrete pavement joints will also be sealed or unsealed to study the effect of water infiltration through ...

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Section 400 Hot Mix Asphaltic Concrete Construction

reasonable expectation of accelerated pavement distress or performance problems. May be quantified by measurable changes in temperature, gradation, asphalt content, air voids, or surface texture. New Construction: A roadway section more than 0.5 mile (800 m) long that is not longitudinally adjacent to the existing roadway.

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