Determination of the Optimum Base Characteristics for Pavements, TR-482, 2004

(2004) Determination of the Optimum Base Characteristics for Pavements, TR-482, 2004. Transportation, Department of


File Size:25MB
TR-482 PavementBaseSummary.pdf

File Size:330kB


In recent years, it has become apparent that the design and maintenance of pavement drainage extends the service life of pavements. Most pavement structures now incorporate subsurface layers. Part of the function of these subsurface layers is to drain away excess water, which can be extremely deleterious to the life of the pavement. To assure the effectiveness of such drainage layers after they have been spread and compacted, simple, rapid, in-situ permeability and stability testing and end-result specification are needed. This report includes conclusions and recommendations related to four main study objectives: (1) Determine the optimal range for in-place stability and in-place permeability based on Iowa aggregate sources; (2) Evaluate the feasibility of an air permeameter for determining the permeability of open and well-graded drainage layers in situ; (3) Develop reliable end-result quality control/quality assurance specifications for stability and permeability; and (4) Refine aggregate placement and construction methods to optimize uniformity.

Item Type: Departmental Report
Keywords: Aggregates, Base course (Pavements), Construction, Drainage, Permeability, Quality assurance, Quality control, Stability (Mechanics)
Subjects: Transportation > Pavements
Transportation > Materials
Transportation > Materials > Gravel and aggregates
Transportation > Roads and highways
Transportation > Design and Construction
ID Code: 17200
Deposited By: Iowa DOT Library
Deposited On: 10 Jun 2014 21:28
Last Modified: 23 Jan 2018 15:02