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Section 828 Hot Mix Asphaltic Concrete Mixtures

Section 828 Hot Mix Asphaltic Concrete Mixtures

Section 828 Hot Mix Asphaltic Concrete Mixtures

Section 828—Hot Mix Asphaltic Concrete Mixtures Page 4 C. Acceptance General Provisions 101 through 150. D. Materials Warranty General Provisions 101 through 150. 828.2.02 Stone Matrix Asphalt Mixtures A. Requirements Use the information in the following table for the job mix formula and design limits. Mixture Control Tolerance

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DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL ...

Section 828—Hot Mix Asphaltic Concrete Mixtures Delete Section 828 and substitute the following: 828.1 General Description This specification includes the requirements for hot mix asphaltic concrete mixtures, including: Open-graded surface mixtures (OGFC and PEM) Stone Matrix Asphalt mixtures (SMA) Superpave mixtures Fine-graded (4.75 mm) mixtures 828.1.01 Definitions The Nominal

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DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA

Section 828—Hot Mix Asphaltic Concrete Mixtures Delete Section 828 and substitute the following:828.1 General Description This specification includes the requirements for hot mix asphaltic concrete mixtures, including: Open-graded surface mixtures (OGFC and PEM) Stone Matrix Asphalt mixtures (SMA) Superpave mixtures Fine-graded (4.75 mm) mixtures 828.1.01 Definitions The

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DEPARTMENT OF TRANSPORTATION - Georgia

14/08/2014  Section 828—Hot Mix Asphaltic Concrete Mixtures Delete Section 828 and substitute the following: 828.1 General Description . This specification includes the requirements for hot mix asphaltic concrete mixtures, including: • Open-graded surface mixtures (OGFC and PEM) • Stone Matrix Asphalt mixtures (SMA) • Superpave mixtures • Fine-graded (4.75 mm) mixtures . 828.1.01

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Section 400 Hot Mix Asphaltic Concrete Construction

Section 828—Hot Mix Asphaltic Concrete Mixtures B. Referenced Documents AASHTO T 209 AASHTO T 202 AASHTO T 49 . Section 400—Hot Mix Asphaltic Concrete Construction Page 2 Laboratory Standard Operating Procedure (SOP) 27, “Quality Assurance for Hot Mix Asphaltic oncrete Plants in Georgia” Department of Transportation Standard Operating Procedure (SOP) 15 GDT 38

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Section 402 Hot Mix Recycled Asphaltic Concrete

Section 828—Hot Mix Asphaltic Concrete Mixtures B. Referenced Documents Guidelines for RAP Stockpile Approval 402.1.03 Submittals A. Certified Weight Tickets Notify the Engineer before removing RAP from a stockpile that belongs to the Department. Submit to the Engineer the certified weight tickets of materials removed from the stockpile. B. Affidavit Submit to the laboratory an affidavit ...

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Request for Quotation No. 21-3003752

09/06/2021  When hydrated lime is included in the mixture, add it at a rate specified in Standard Specifications Construction of Transportation Systems, 2013 Ed., Section 828 – Hot Mix Asphaltic Concrete Mixtures and the job mix formula. Use methods and equipment for adding hydrated lime according to Subsection 400.3.02.B.6, Hydrated

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Pavement Manual: Hot-Mix Asphalt Pavement Mixtures

Hot-mix asphalt (HMA) is a generic term that includes many different types of mixtures of aggregate and asphalt cement (binder) produced at elevated temperatures (generally between 300-350ºF) in an asphalt plant. Typically, HMA mixtures are divided into three mixture categories: dense-graded; open-graded; and gap-graded as a function of the aggregate gradation used in the mix.

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HOT MIX ASPHALT PAVEMENT DESIGN GUIDE

bituminous concrete,hot plant mix,asphalt concrete, blacktop or Superpave. Hot mix asphalt is composed of aggregate bound together into a solid mass by asphalt cement. The aggregates total ninety-three (93) to ninety-seven (97) percent by weight of the total mixture and are mixed with three (3) to seven (7) percent asphalt cement. It is manufactured in a central mixing plant where the asphalt ...

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section 802 aggregates for asphaltic concrete

Section 828 Hot Mix Asphaltic Concrete Mixtures. Superpave asphaltic concrete mixtures Finegraded mixtures 828101 Definitions Nominal Maximum Sieve Size: One standard sieve size larger than the first sieve to retain more than ten percent 828102 Related References A Standard Specifications Section 800–Coarse Aggregate Section 802–Aggregates ...

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DEPARTMENT OF TRANSPORTATION STATE OF GEORGIA SPECIAL ...

Section 828—Hot Mix Asphaltic Concrete Mixtures Delete Section 828 and substitute the following: 828.1 General Description This specification includes the requirements for hot mix asphaltic concrete mixtures, including: Open-graded surface mixtures (OGFC and PEM) Stone Matrix Asphalt mixtures (SMA) Superpave mixtures Fine-graded (4.75 mm) mixtures 828.1.01 Definitions The Nominal

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Pavement Manual: Hot-Mix Asphalt Pavement Mixtures

Hot-mix asphalt (HMA) is a generic term that includes many different types of mixtures of aggregate and asphalt cement (binder) produced at elevated temperatures (generally between 300-350ºF) in an asphalt plant. Typically, HMA mixtures are divided into three mixture categories: dense-graded; open-graded; and gap-graded as a function of the aggregate gradation used in the mix.

get price

HOT MIX ASPHALT PAVEMENT DESIGN GUIDE

bituminous concrete,hot plant mix,asphalt concrete, blacktop or Superpave. Hot mix asphalt is composed of aggregate bound together into a solid mass by asphalt cement. The aggregates total ninety-three (93) to ninety-seven (97) percent by weight of the total mixture and are mixed with three (3) to seven (7) percent asphalt cement. It is manufactured in a central mixing plant where the asphalt ...

get price

section 802 aggregates for asphaltic concrete

Section 828 Hot Mix Asphaltic Concrete Mixtures. Superpave asphaltic concrete mixtures Finegraded mixtures 828101 Definitions Nominal Maximum Sieve Size: One standard sieve size larger than the first sieve to retain more than ten percent 828102 Related References A Standard Specifications Section 800–Coarse Aggregate Section 802–Aggregates ...

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Comprehensive evaluation of wheel-tracking rutting ...

11/03/2020  Georgia Department of Transportation (GDOT), Road standards-section 828 — hot mix asphaltic concrete mixtures-attachment, Atlanta, Georgia, USA, 2013. [17] North Carolina Department of transportation (NrDOT), Standard specifications for roads and structures, Raleigh, North Carolina, USA, 2012. [18] Ohio Department of Transportation (ODOT), Supplemental specification 856 Bridge

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PERFORMANCE OF RECYCLED HOT MIX ASPHALT MIXTURES

HOT MIX ASPHALT MIXTURES By Prithvi S. Kandhal Shridhar S. Rao Donald E. Watson Brad Young May 1995. PERFORMANCE OF RECYCLED HOT MIX ASPHALT MIXTURES By Prithvi S. Kandhal Assistant Director National Center for Asphalt Technology Auburn University, Alabama Shridhar S. Rao Graduate Student Auburn University, Alabama Donald E. Watson Assistant State Materials and

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SECTION 025424 HOT MIX ASPHALTIC CONCRETE PAVEMENT

SECTION 025424 . HOT MIX ASPHALTIC CONCRETE PAVEMENT (Class A) 1. DESCRIPTION . This specification shall govern all work required for furnishing and laying Hot Mix Asphalt Concrete (HMAC) surface, binder and base courses required to complete the project. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS . 2.1. Aggregate. The aggregate

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SERIES 900 ROAD PAVEMENTS – BITUMINOUS BOUND

of Bituminous Mixtures 6 904 (05/18) Hot Rolled Asphalt Base 9 905 (05/18) Hot Rolled Asphalt Binder Course (Recipe Mixtures) 9 906 (05/18) Dense Base and Binder Course Asphalt Concrete with Paving Grade 929 Bitumen (Recipe Mixtures) Asphalt Concrete (Design Mixtures)9 907 930(05/18) Regulating Course 10 908 (05/18) Not Used 10 909 (05/18) 6 mm Dense Asphalt Concrete Surface

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Chapter 2 Asphalt and Asphalt Paving Materials

ent names: hot mix asphalt, plant mix, bituminous mix, bituminous concrete, and many others. It is a combination of two primary ingredients - aggregates and asphalt cement. The aggr egates total 90 to 95 per cent of the total mixture by weight. They are mixed with 5 to 10 percent asphalt cement to form Asphalt Concrete. The aggregates and asphalt are combined in an efficient manufacturing ...

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A laboratory study on cold-mix, cold-lay emulsion mixtures

properties were compared with conventional hot asphalt mixtures not containing any waste/recycled materials. To optimise the performances of the mixtures, a target of ITSM value of 2000MPa was selected. At full curing conditions, the stiffness of the cold mixes was found to be very similar to that of hot mixtures of the same penetration grade base bitumen (100pen). Test results also show that ...

get price

Pavement Manual: Hot-Mix Asphalt Pavement Mixtures

Hot-mix asphalt (HMA) is a generic term that includes many different types of mixtures of aggregate and asphalt cement (binder) produced at elevated temperatures (generally between 300-350ºF) in an asphalt plant. Typically, HMA mixtures are divided into three mixture categories: dense-graded; open-graded; and gap-graded as a function of the aggregate gradation used in the mix.

get price

HOT MIX ASPHALT PAVEMENT DESIGN GUIDE

bituminous concrete,hot plant mix,asphalt concrete, blacktop or Superpave. Hot mix asphalt is composed of aggregate bound together into a solid mass by asphalt cement. The aggregates total ninety-three (93) to ninety-seven (97) percent by weight of the total mixture and are mixed with three (3) to seven (7) percent asphalt cement. It is manufactured in a central mixing plant where the asphalt ...

get price

PERFORMANCE OF RECYCLED HOT MIX ASPHALT MIXTURES

HOT MIX ASPHALT MIXTURES By Prithvi S. Kandhal Shridhar S. Rao Donald E. Watson Brad Young May 1995. PERFORMANCE OF RECYCLED HOT MIX ASPHALT MIXTURES By Prithvi S. Kandhal Assistant Director National Center for Asphalt Technology Auburn University, Alabama Shridhar S. Rao Graduate Student Auburn University, Alabama Donald E. Watson Assistant State Materials and

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21 Spec - 460 Hot Mix Asphalt Pavement

460 Hot Mix Asphalt Pavement 460.1 Description (1) This section describes HMA mixture design, providing and maintaining a quality management program for HMA mixtures, and constructing HMA pavement. Unless specifically indicated otherwise, references within 460 to HMA also apply to WMA and SMA. 460.2 Materials 460.2.1 General (1) Furnish a homogeneous mixture of coarse aggregate, fine

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Chapter 7 - Selection of Asphalt Concrete Mix Type A ...

Fine mixtures have smoother surface texture, lower permeability for the same in-place density, and can be placed in thinner lifts than coarse mixtures. 98 A Manual for Design of Hot Mix Asphalt with Commentary Mixture Type Minimum Ratio of Lift Thickness to Nominal Maximum Aggregate Size Maximum Ratio of Lift Thickness to Nominal Maximum Aggregate Size Fine, Dense-Graded 3.0 5.0

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APPLICATION OF QUALITY ASSURANCE SPECIFICATIONS FOR ...

ASPHALTIC CONCRETE MIXTURES Jointly Developed by Technology Transfer and Training and the Materials and Construction Sections of the Louisiana Department of Transportation and Development 2006 . ii. CREDITS This manual was developed by Ms. Luanna Cambas, DOTD Materials Engineer Administrator, with the assistance of the technical review committee listed below. The manual was

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FATIGUE LIFE OF MALAYSIAN HOT MIX ASPHALT MIXTURES

nominal maximum aggregate size, and asphalt types on the fatigue life of hot mix asphalt (HMA) mixtures. Six mixtures conforming to JKR/SPJ/2008 were selected, namely asphaltic concrete with a nominal maximum aggregate size of 10 mm (AC10) and 14 mm (AC14), polymer-

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SERIES 900 ROAD PAVEMENTS – BITUMINOUS BOUND

of Bituminous Mixtures 6 904 (05/18) Hot Rolled Asphalt Base 9 905 (05/18) Hot Rolled Asphalt Binder Course (Recipe Mixtures) 9 906 (05/18) Dense Base and Binder Course Asphalt Concrete with Paving Grade 929 Bitumen (Recipe Mixtures) Asphalt Concrete (Design Mixtures)9 907 930(05/18) Regulating Course 10 908 (05/18) Not Used 10 909 (05/18) 6 mm Dense Asphalt Concrete Surface

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Compacting Hot Mix Asphalt Pavements: Part I Roads Bridges

28/12/2000  The compaction process causes the asphalt-concrete mix to be compressed and its volume reduced. As the density of the hot-mix asphalt material increases, the air-void content of the mix decreases (they are inversely proportional to each other). Properly designed, a HMA mix should have an air-void content in the range of 3% to 5%. If the compacted hot-mix asphalt has a high air-void

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A laboratory study on cold-mix, cold-lay emulsion mixtures

properties were compared with conventional hot asphalt mixtures not containing any waste/recycled materials. To optimise the performances of the mixtures, a target of ITSM value of 2000MPa was selected. At full curing conditions, the stiffness of the cold mixes was found to be very similar to that of hot mixtures of the same penetration grade base bitumen (100pen). Test results also show that ...

get price