asphalt concrete pavement test section

TEST SECTIONS OF NOISELESS CEMENT CONCRETE PAVEMENTS

On one side, a test section, 269 m long, with an upper layer in non-porous asphalt AB-2 0110 with chippings 10114. On the other side, a test section, 407 m long, with an upper layer in stone mastic asphalt SMA 0110. The results of the test sections with noiseless cement concrete pavements will be commented upon. 2. Tender specifications

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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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Pavement Manual: Surface Test Type A for Concrete and Hot-Mix ...

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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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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STANDARD CONSTRUCTION SPECIFICATIONS FOR ASPHALT SURFAC…

What are the specifications of asphalt?

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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

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Pavement Thickness Design

Mar 05, 2020 · Pavement Structures (AASHTO Design Guide) provide the basis for current pavement design practices. To design a pavement by the AASHTO method, a number of design parameters must be determined or assumed. This section will explain the parameters required to design the pavement thickness of both concrete and hot mix asphalt roadways.

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Asphalt Pavements - an overview | ScienceDirect Topics

Two asphalt pavement sections and two concrete pavement sections (B1 and B3, C1 and C3, with different structures and materials; see Chapter 4) were used for validation of the simplified model for 10 sunny days in summer (20–30 July 2012).

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Section 00745 - Asphalt Concrete Pavement - Statistical ...

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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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 23.4 07/24/01 23-6 TEST SECTIONS For a project that requires a total placement of greater than 1500 tons on a major street as defined in Section 7-8, “Peak Hours, Hours of Darkness, Holidays, and Weekends”, of these Specifications, the first fifteen hundred (1,500) tons of each asphalt concrete type to be placed

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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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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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ASPHALT CONCRETE PAVEMENT

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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SECTION 328 QUIET ASPHALT CONCRETE PAVEMENT

SECTION 112 ASPHALT BINDER SECTION 113 EMULSIFIED ASPHALTS SECTION 118 HYDRATED LIME SECTION 336 ASPHALT CONCRETE PAVEMENT 328.3 MATERIALS: 328.3.1 The asphalt binder shall be performance grade binder PG76-28 and comply with the requirements of Section 112. 328.3.2 Aggregates shall be crushed stone, crushed

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National Center for Asphalt Technology

At the time of treatment, the existing pavement was 14 years old, consisted of a 5.5-inch hot-mix asphalt layer, and varied from good to poor condition. In 2014, pavement preservation treatments were applied to several Test Track sections at predetermined distress levels.

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Chapter 4: Construction Details, Section 39: Asphalt Concrete ...

Caltrans limited the risk to the contractor by specifying in Section 39, “Asphalt Concrete,” of the Standard Specifications that no single test result may represent more than the smaller of 750 tons or one day’s production, whichever is less, except AASHTO T 283, “Standard Method of Test for Resistance of Compacted Hot-Mix Asphalt (HMA ...

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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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HMA Performance Tests - Pavement Interactive

The performance tests discussed in this section are used by various researchers and organizations to supplement existing Hveem and Marshall tests and as a substitute for the Superpave performance test until it is finalized. This section focuses on laboratory tests; in-place field tests are discussed in Pavement Evaluation.

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Section 450 - Smooth Pavements

SECTION 450 HOT MIX ASPHALT PAVEMENT Section 450 - Hot Mix Asphalt Pavement entirely replaces the following Sections and Subsections of the Standard Specifications for Highways and Bridges: Section 420 - Class I Bituminous Concrete Base Course Type I-1 Section 460 - Class I Bituminous Concrete Pavement Type I-1 Subsection M3.01.0 - Asphalt Cement

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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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TEST SECTIONS OF NOISELESS CEMENT CONCRETE PAVEMENTS CONCLUSIONS

cement concrete pavement with intermediate SAM1 (Stress Absorbing Membrane Interlayer); 2 . on the second test section, 286 m long, a stone mastic asphalt SMA 0114 layer is cast on the continuously reinforced cement concrete pavement; 3 . on the third test section, 832 m long, an upper layer in fine concrete 017 is cast, wet on wet.

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Section 404—Major Cold Asphalt Concrete Pavement

Section 404—Major Cold Asphalt Concrete Pavement Description 404.01 Work. Construct one or more courses of cold asphalt concrete pavement on a prepared surface that has been approved in writing by the CO. Cold asphalt concrete pavement grade is designated as shown in table 703-5 or table 703-6.

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SECTION 13 - ASPHALT CONCRETE PAVEMENT 13-1 GENERAL 13-2 ...

asphalt concrete quality requirements for California Test 305, Swell; California Test 307, Moisture Vapor Susceptibility; and, California Test 366, Stabilometer Value. The test data furnished shall be for an asphalt concrete mixture that conforms to the proposed target values for the asphalt binder content. The Contractor shall submit the ...

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UFC 3-270-01 O&M Manual: Asphalt and Concrete Pavement ...

ufc 3-270-01 21 february 2018. unified facilities criteria (ufc) o&m manual: asphalt and concrete pavement maintenance and repair . approved for public release; distribution unlimited

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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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Pavement Testing and MEPDG - Indiana

604-1.01 Falling Weight Deflectometer (FWD) Testing . The pavement designer should evaluate the need for FWD testing pertaining to concrete, asphalt, or composite pavement. The FWD data is used, but not limited to, ing the structural evaluat adequacy of an existing pavement section, evaluating pavement shoulder adequacy for temporary

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Porous Asphalt - an overview | ScienceDirect Topics

The permeability of test sections was comparatively measured for porous asphalt, pervious concrete, and permeable interlocking concrete paver pavements using both the American Society for Testing and Materials (ASTM) C1701 and the National Center for Asphalt Technology (NCAT) methods (using constant-head and falling-head methods, respectively; see Chapter 5).

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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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Asphalt Pavement Thickness and Mix Design | Asphalt Institute

Is the pavement structure (subgrade, subbase, base, and all asphalt layers) adequate to support the loads? You need to purchase our MS-23 Manual, Thickness Design of Asphalt Pavements for Heavy Wheel Loads. Is the hot mix asphalt surface stiff enough to resist deformation (ruts or indentations)?

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