Method and apparatus for determining stiffness of a roadway
OwnerSesh Commuri, Musharraf Zamaninventors
Life of this patent
Estimating the term…
Abstract
An apparatus for the compaction of roadway materials includes a compaction analyzer for calculating stiffness during construction of the roadway. The apparatus generates a dynamic modulus for each layer of a roadway which can be used to calculate the overall effective modulus. A method for determining stiffness includes generating a dynamic modulus for each layer and calculating the overall effective modulus using the modulus of each layer.
Claims30
A method of compacting a multi-layer roadway section with a roller having a compaction analyzer operably associated therewith comprising:
- entering initial input parameters of the first layer of the roadway section into the compaction analyzer;
- making a plurality of passes with the roller over the first layer of a portion of the roadway section;
- applying a vibratory energy to the first layer of the portion of the roadway section with the roller as it moves thereover;
- repeatedly gathering responsive vibration signals of the roller as it moves over the first layer portion of the roadway section;
- generating, with the compaction analyzer, estimated dynamic modulus signals representative of estimated moduli based upon the responsive vibration signals of the roller and the initial input parameters entered into the compaction analyzer;
- measuring the dynamic modulus of the first layer of the roadway section at a plurality of locations on the portion of the roadway section;
- comparing the measured modulus with the estimated modulus at the plurality of locations to determine the difference between the measured and the estimated moduli;
- adjusting selected ones of the initial input parameters to the analyzer based on the difference between the determined modulus and the estimated modulus so that an adjusted modulus output signal generated by the compaction analyzer will more closely approximate an actual modulus of the roadway section than does the estimated modulus signal;
- and
- rolling the remainder of the roadway section until the compaction analyzer with the adjusted input parameters generates a desired adjusted output modulus signal.
A method of determining the stiffness of a multi layer roadway comprising:
- (a) making a plurality of passes with a roller over the first layer of the roadway section;
- (b) applying a vibratory energy to the first layer of the portion of the roadway section with the roller;
- (c) generating, with a compaction analyzer operably associated with the roller, estimated modulus signals based upon the responsive vibration signals of the roller;
- (d) independently determining the dynamic modulus at a plurality of locations on the first layer;
- (e) adjusting selected ones of input parameters for the compaction analyzer based on the differences between the estimated modulus and the independently determined modulus at the plurality of locations to arrive at an adjusted modulus that more closely approximates the actual modulus than the estimated modulus;
- (f) performing steps (a)-(e) for each layer of the roadway section;
- and
- (g) calculating an overall modulus Eeff using the adjusted modulus Madj for each layer of the roadway.
A method of determining the stiffness of a roadway comprising:
- compacting the asphalt mix to be used for each layer of the roadway to obtain a plurality of laboratory specimens of a plurality of densities for each layer;
- determining a laydown modulus Mld and a target modulus MT that correspond to the laydown and target densities of the specimens for each layer;
- using the laydown modulus and the target modulus of each layer to calculate a modulus of each roadway layer;
- and
- calculating an overall effective modulus for the roadway using the modulus of each layer.
A method of compacting a multi-layer road comprising:
- determining a modulus at a plurality of locations on each layer;
- and
- calculating an overall effective modulus for the roadway using the modulus for each of the layers.
Dependencies are inferred from the claim text.