6) Hardware configuration
Fig.5 illustrates the basic hardware configuration. With optical filing systems integrated into the systems
centering around EWS, the overall structure consists of color electrostatic blocks, color copiers, kanji
printers, and other peripheral devices. A series of EWS exchange data by using LAN (Local Area
Network: Ethernet).
We believe that effective hardware utilization can be achieved by adopting methods which use general-
purpose computers to control large-volume data and to realize functional divisions of the examination
output results, counter inquiry procedures, etc., by effecting data changes with the EWS.
7. Newly developed application functions
The following is application software that can be used by utilizing the ARC/INFO.
1) Road network control subsystems
When constructing new roads, by calculating the travel speed and congestion distribution levels in
conventional road usage, variations can be estimated in traffic flow on road networks, including newly
constructed roads.
2) Accident preventive inspection information control subsystem
By analyzing road conditions for safety, data can be prepared to enable a priority judgment to be made
regarding repair plans in coordination with the present traffic volume. Furthermore, the progress of the
repair plans themselves can be controlled.
3) Traffic census data control subsystem
By controlling the present traffic volume data, the priority of road repair plans can be determined based on
the obtained accident statistics data and road pavement examination data. Then basic materials can be
prepared for use as long-term repair guidelines for prefectural road networks.
The above mentioned are the results of the development of application functions following the purchase of
digital road data prepared by the Japan Digital Road Management Association. This data is converted to
numerical values from topographical maps scaled at 1/25,000 — 1/50,000. By using this data, the
development of support functions for planning operations becomes easier from analysis procedures of
conducting macroscopic comprehension of prefectural road networks.
8. Conclusion
Conventional road management systems have been individually developed in the form of facility
management type (ledgers, documents/drawings control) and permit information control. (road occupying
structures, special vehicle traffic). As result, data could not be possessed in common and consequently,
wide-scope data utilization was impossible. On the other hand, a road management system utilizing GIS
makes possible completely new system into which plan-supporting functions are incorporated, as are
facility information/permit information controls.
In conclusion, we wish to list the following themes, which should be tackled in the future.
766