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Aggregate Base Course Specification

Aggregate Base Course Specification - This document provides specifications for aggregate base courses used in construction projects. The document outlines the dpwh standard specifications for various aggregate and stabilized base course materials used in road construction. Aggregate subbase for pavements and foundations is specified in contract specifications section 32 11 17, aggregate subbase courses. Provide crushed material having a minimum compressive strength of 45 psi at 0 psi lateral pressure and 175 psi at 15 psi lateral pressure using triaxial testing procedures. It defines two classes of aggregate bases, class 1 and class 2, and specifies the material requirements and testing standards for each. The class of aggregate base shall be as indicated. Brief specifications of the materials are given below. Base course and specification and construction and method. When properly processed, hauled, spread, and compacted on a prepared grade to appropriate density standards, reclaimed concrete aggregate used alone or blended with natural or crushed aggregate can be expected to provide adequate stability and load support for use as road or highway base courses. This work shall consist of furnishing and placing aggregate base course on a prepared surface in accordance with these specifications and in conformity with the lines, grades and thicknesses as established by the engineer.

When properly processed, hauled, spread, and compacted on a prepared grade to appropriate density standards, reclaimed concrete aggregate used alone or blended with natural or crushed aggregate can be expected to provide adequate stability and load support for use as road or highway base courses. Provide crushed material having a minimum compressive strength of 45 psi at 0 psi lateral pressure and 175 psi at 15 psi lateral pressure using triaxial testing procedures. This document specifies requirements for aggregate base and subbase courses used in road construction. The class of aggregate base shall be as indicated. Aggregate bases are designated as class 2 or class 3. Coarse aggregate type a or b with a gradation of abc conforming to section 801 of scdot standard specifications. The class of aggregate base shall be as indicated. This document provides specifications for aggregate base courses used in construction projects. Aggregate bases are designated as class 1 or class 2. Furnish each aggregate material from single source throughout the work.

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The Designated Size Must Conform To The Following Requirements.

Aggregate bases are designated as class 1 or class 2. Perform work in accordance with recommendations in the geotechnical report by arnold consulting engineering services, inc., the kentucky department of highway’s standard specifications for road and bridge construction standards and city of bowling green standards. Base course and specification and construction and method. This document provides specifications for aggregate base courses used in construction projects.

Aggregate Bases Are Designated As Class 2 Or Class 3.

Provide crushed aggregate that meets the gradation shown in table 1 when tested in. This document specifies requirements for aggregate base and subbase courses used in road construction. It describes the materials, including crushed stone, gravel, and sand, that make up the aggregate base course. The class of aggregate base shall be as indicated.

Aggregate Bases Are Designated As Class 1 Or Class 2.

Preparation of sub grade is specified in contract specifications section 31 00 00, earthwork. It outlines materials and testing standards, including sieve sizes for base and subbase aggregates. Aggregate subbase for pavements and foundations is specified in contract specifications section 32 11 17, aggregate subbase courses. Sand gradation 1s or 2s conforming to section 801 of scdot standard

Furnish Each Aggregate Material From Single Source Throughout The Work.

The class of aggregate base shall be as indicated. Brief specifications of the materials are given below. Coarse aggregate type a or b with a gradation of abc conforming to section 801 of scdot standard specifications. This work shall consist of furnishing and placing aggregate base course on a prepared surface in accordance with these specifications and in conformity with the lines, grades and thicknesses as established by the engineer.

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