Yuma county, AZ. Public Works Department Automated Asset Management System
James G. Donahue
Donahue Consultants
2755 South Mesa Avenue, Yuma, AZ 85364
The Yuma County Department of Public Works has embarked upon the information
super highway by bringing computer-based technology into the County Asset
Maintenance Management System. The former manual system was cumbersome and
needed modernization in order to optimize expenditures for County asset maintenance.
A study was performed and a “Pilot Project” was completed in 1998, which
demonstrated that an off-the-shelf computer-based software package, utilized to
establish a database of the current condition of all public works physical assets, will “in
fact” save tax dollars over the old manual system at a Cost/Benefit ratio of at least 3:1.
Yuma County DPW Statistical Items
1500 miles of gravel or dirt roads
500 Miles of paved highway
Yearly Maintenance Includes 50 miles of Chip Sealing
10 Miles of Slurry Sealing and 10 Miles of Plastic Sealing
300 Miles of Striping and Hole Patching
Maintains 12,000 Signs and 3,000 Bridges and Canal Crossings, all with six Clerks, two
Administrators, four Technicians, 4 Foreman, and 80 Maintenance personnel.
Project Definition
Land Base Design: In setting up specifications for the accomplishment of the
“Pilot”
Study, both the City and County of Yuma Mapping/GIS Units were contacted to make
sure that “Land Base” integration would be accomplished as a “by product” when the
entire AMS Project was completed. This integration is needed to make sure that all
geographic-based information generated by one agency can be utilized by others
without rigorous and time-consuming transformations between unlike systems.
The land Base being used by both the City and County Mapping Units is based on the
United States Public Land Survey System of Sections, Townships, and Ranges from
the Initial Point on the GILA MERIDIAN AND BASELINE, which governs land
descriptions in Yuma County. The PLSS is digitally integrated to the Arizona State
Plane Coordinate System (NAD 1927). This coordinate system has been used due to
the fact that most cadastral data now available, without doing new control surveys over
the entire County, was identified earlier by other agencies of government for mapping
purposes.
It is highly recommended that this project be fully integrated with the ASPCS/NAD’83
when it is adequately densified on the ground by Global Positioning System (GPS)
technology.
Public Land Survey Identification: In order to utilize the PLSS, the ASPCS, and the
Asset software modules (ASM) requirements, all at the same time, a digital system of
numbering is being utilized to identify Section and Quarter Section corners of the PLSS
that will tie directly to the ASM requirements for line segmentation and identification.
The known coordinates of the ASPCS/NAD’27 are input within the ASM line segments,
with node identification input fields. This is a beneficial aid in the identification of
cadastral parcels on the current Assessment Rolls and located along any given road or
highway. Also, current GIS software can easily be implemented within the AMS for
specific spatial analytical tasks related to geography.
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