Table 3: I-405 Stakeholder Respondents' Relative Valuing of RS/GIS Products for Different Environmental Disciplines
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Relative Value of RS/GIS Products
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Environmental Disciplines
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Most valuable (a relatively high percentage of the cost of the work done for the DEIS, and an estimated monetary value whose range approximates or exceeds the cost of producing the RS/GIS products
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- Fish and Aquatic Habitat
- Land Use
- Upland Vegetation, Habitat, and Wildlife
- Wetlands
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Somewhat less valuable (lower percentage of the cost of the work done for the DEIS, and an estimated monetary value whose range is somewhat less than the cost of producing the RS/GIS products
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Least valuable (very low percentage of the cost of the work done for the DEIS, and an estimated monetary value whose is well below the cost of producing the RS/GIS products
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- Environmental Justice
- Recreational Resources
- Transportation
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Iowa Highway 1 Corridor
Background
Iowa Highway 1 corridor through Solon, Iowa is a two-lane, undivided state highway oriented north-south located in the east-central portion of the state and is approximately 18 miles long. The corridor was selected from existing DOT projects based on the existence of surface elevation photogrammetric data and the lack of significant changes within the study area since photogrammetry data were completed. Photogrammetric data were available from the Iowa DOT for a 10-square-mile area around the corridor. The study segment begins at an interchange with Interstate 80 near Iowa City and ends at the junction with U.S Highway 30 outside the town of Mount Vernon. The highway passes through the town of Solon, the location of a proposed bypass, at about the midpoint of the corridor. The corridor is characterized by a variety of terrain: rolling farmland, the small town of Solon and significant elevation changes at the Cedar River.
Methods Used
The methodologies of the three case studies were quite different. The Iowa case study used a comparison of two different corridors to demonstrate the cost and time savings of using RS in combination with traditional methods. One site used the combined method and the other used the traditional. Differences in costs and time were used as an estimate of the advantages of using remote sensing techniques.
The times and costs for US 30 corridor were estimated potential savings whereas the time savings reported for the Iowa 1 corridor were collected as part of the project. For the Iowa 1 corridor, traditional and combined data collection methods were compared to determine whether the use of LIDAR would result in more rapid data collection, production, and delivery than photogrammetry. The latter work had been completed for the Iowa-1 corridor prior to NCRST-E research project and LIDAR data collection was completed as part of the project to enable a direct comparison.
Results
To compare the use of LIDAR in conjunction with photogrammetry versus using
photogrammetry only, a comparison was made between Iowa Highway 1 and US 30 projects. Cost estimates for US 30 are followed by the same estimates for Iowa 1, then the differences are noted and discussed. US 30 was used as a baseline for comparison.
U.S Highway 30 – The time required using photogrammetry only for the 46-mile corridor (46 miles) was estimated to be approximately two years. In comparison, the combined method, using remote sensing and photogrammetry, required only 13 months. The combined method required 5 months for LIDAR data collection and analysis needed for preliminary location and 8 months for photogrammetry to map the final alignment. Thus, in this case, the net timesavings of the combined method over the traditional were 11 months. In terms of cost, photogrammetric mapping for the U.S. 30 corridor would cost $500,000 when used alone in the traditional method. Using the combined method the LIDAR cost was $150,000 and the photogrammetric cost was $100,000. Thus, the cost of the data collection was cut in half resulting in savings of using the combined method of 250,000.
Iowa 1 Highway – The traditional photogrammetry only method required 2,670 hours and using LIDAR was 598 hours. The resulting time reduction was 2,072 hours or approximately 450 percent when using LIDAR. However, this comparison does not include the additional cost for photogrammetry to obtain final alignment as was reported above for US Highway 30.
North Carolina Highway 311 Corridor
Background
North Carolina Highway 311 Corridor is an approximately 15-mile corridor connecting I-85 to US 220 in Randolph County near High Point, NC. This is a rapidly urbanizing area with potentially substantial environmental impacts from transportation construction. This study area was selected based on the rather substantial wetlands that could be protected with more sophisticated planning and construction techniques. The ability of remote sensing to assist in minimizing damage to wetlands was the major environmental planning issue.
Methods Used
The North Carolina Department of Transportation (NCDOT) did not investigate the cost aspects of remote sensing data to transportation applications as part of their efforts on the NCRST-E project. NCDOT evaluated the accuracy and the applicability of the LIDAR data obtained for this research project for transportation planning and design. The North Carolina case study focused its efforts on obtaining cost savings estimates for very specific excavation costs. That is, the difference in excavation costs associated with RS obtained data versus traditional methods.
Results
NCDOT determined that LIDAR data was sufficiently accurate and readily applicable to preliminary design activities associated with transportation projects. LIDAR data, obtained as part of this NCRST-E project, supported mapping for preliminary design activities. NCDOT transportation projects traditionally have used mapping at 1"=100' and 1"=200' horizontal scales with 2, 4, or 5-foot contours; LIDAR data met these needs in the preliminary design phase.
The North Carolina Flood Plain Mapping Program (NCFMP) has LIDAR data for approximately 80% of the state. Preliminary design mapping (1" = 200'), digital terrain modeling, orthophoto rectification, and preliminary earthwork calculations are all preliminary design activities for which NCDOT regularly uses this LIDAR data.
The NCFMP LIDAR is reviewed and edited with 3D stereo imagery and photogrammetric break lines are collected at significant features. While the NCDOT Photogrammetry Unit has not formally documented a cost or timesavings using existing NCFMP LIDAR data, project experience suggests that it provides approximately 30% timesavings in photogrammetric digital terrain model collection.