This 1984 handbook presents standards for the layout of inflexible pavements for roads, streets, walks, and open garage components at US military mobilization installations for the loadings and prerequisites set forth herein.
desk of Contents
three. Base classes
four. Vehicular site visitors
five. Nonreinforced inflexible Pavements
6. strengthened inflexible Pavements
7. Pavement Joints
eight. Open garage components
nine. Overlay Pavements
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This 1984 handbook presents standards for the layout of inflexible pavements for roads, streets, walks, and open garage components at US military mobilization installations for the loadings and stipulations set forth herein. Content: entrance topic desk of Contents 1. basic 2. Subgrade three. Base classes four.
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Extra info for Rigid Pavements for Roads, Streets, Walks and Open Storage Areas - Mobilization Construction - Engineering and Design
B. Determination of overlay thickness. The thickness of rigid pavement overlay necessary to increase the load-carrying ability of an existing rigid base pavement should be determined by one of the following equations: ho = 1~ (eq 9-1) Equation 9-1 is for the condition of partial bond developing between the rigid overlay and rigid base pavement. It should be used to determine the overlay thickness when no bond-breaking medium is used, such as a tack coat, sand-asphalt patch, or leveling course, etc.
5) Rigid overlay - An overlay pavement and is composed of portland cement concrete. (6) Nonrigid overlay - An overlay pavement and is composed of all-bituminous concrete or a combination of bituminous concrete, base, and subbase courses. (7) All-bituminous overlay - A nonrigid overlay composed of bituminous concrete for the full depth. (8) Flexible overlay - A nonrigid overlay composed of bituminous concrete surface and granular base and subbase courses. b. Symbols. (1) k The following symbols are used.
If voids are detected beneath the base pavement, they should be filled by grouting prior to the overlay. The surface of the existing pavement should be conditioned for the various types of overlay as follows: a. Rigid overlay. The surface of the existing base pavement should be cleaned of all foreign matter, spalled concrete, extruded joint seal, bituminous patches, and other materials that would prevent the overlay from bonding to the base pavement. b. Flexible overlay. No special conditioning of the existing surface is required other than the removal of debris and loose aggregate and/or concrete.