"... In PAGE 65: ... At the same time, video surveillance is recommended at the high accident location along I-35/80. The interchanges or bridges nearest the location of the proposed camera are listed in Table7 -1 and Table 7-2. These locations are also identified in the system map in Appendix A.... In PAGE 65: ... If at all possible, the camera should be located at a position outside the area of reconstruction so that video surveillance can continue uninterrupted. Table7 -1 Locations of Video Surveillance and Detection Cameras on I-235 for Immediate Implementation I-235 Interchanges or Bridges Northeast I-235 amp; I-35/80 System Interchange Video Surveillance Euclid Avenue Interchange... In PAGE 66: ... 14th Street Interchange Video Detection E. 6th/Pennsylvania Interchange Video Detection 2nd Avenue Video Detection 7th Avenue Video Detection Cottage Grove Avenue Video Detection 42nd Street Video Detection 56th Street Video Detection 63rd Street Video Detection 73rd Street/8th Street Video Detection 22nd Street Video Detection 35th Street/Valley West Drive Video Surveillance Southwest I-235 amp; I-35/80 System Interchange Video Surveillance Table7 -2 Locations of Video Surveillance and Detection Cameras on I-35/80 for Immediate Implementation I-35/80 Interchanges or Bridges Northeast I-235 amp; I-35/80 System Interchange Video Surveillance E. 14th Street Video Surveillance Merle Hay Road Video Surveillance Hickman Road Video Surveillance Southwest I-235 amp; I-35/80 System Interchange... In PAGE 67: ...ontrol, etc.). The cost of a video surveillance camera, mounted on a pole, with full pan, tilt, and zoom capabilities is about $40,000 (not including the communications systems). The approximate costs for installing the surveillance cameras during each phase are listed below in Table7 -3. These numbers should only be viewed as indicative of the actual cost.... In PAGE 68: ... Table7 -3 Estimated Video Surveillance Costs Phase Number of Cameras Approximate Cost Immediate 8 $320,000 1 to 5 years 13 $520,000 5 to 10 years 3 $120,00 10 to 20 7 $280,00 Vehicle Detection Non-intrusive vehicle detection devices are recommended, rather than the more common in-the-pavement inductive loop detectors, for two principal reasons: 1) they are not prone to destruction due to mechanical action from the repetitive load or from freeze/thaw cycles and 2) when they do require maintenance, the maintenance is not performed through maintenance actions on the roadway itself (e.g.... In PAGE 70: ... The estimated cost of deploying detectors is show in Table 7-4. Table7 -4 Estimated Radar Detector In Side Fire Configuration Costs Phase Number of Detectors Approximate Cost Immediate 9 $216,00 1 to 5 years 4 $72,000 5 to 10 years 4 $72,000 10 to 20 7 $374,000 Highway Advisory Radio Highway Advisory Radio (HAR) is considered part of the core ITS infrastructure in most urban areas with an ATMTIS. HAR is a low-output (10 watts or less) radio transmitter used to provide traveler information.... In PAGE 74: ... These are only estimates and should only be used for planning purposes. Table7 -5 Estimated Freeway Mainline CMS Costs Phase Number of CMS Approximate Cost Immediate 0 $0 1 to 5 years 3 $345,000 - $570,000 5 to 10 years 2 $230,000 - $380,000 10 to 20 7 $805,000 - $1,330,000 Table 7-6 Estimated Arterial CMS Cost... In PAGE 76: ... When the bottleneck was removed through geometric improvements, the ramp meters were removed. Table7 -8 identifies the number of interchanges and link accidents which occurred during the peak periods in 1993 along I-235 and I-35/80 and indicates locations where further detailed study of ramp metering is recommended. Further study is required to identify whether it is possible to conduct ramp metering given the ramp geometry, the adequacy of acceleration and deceleration distances, and storage area on the ramps.... In PAGE 76: ... These indirect costs include those resulting from diverting trips away from the interstate or to another time of day, inequitably favoring individuals making long trips over those making short trips, and promoting longer trips. Table7 -8 Peak Period Accidents at Interchanges and Along Links LOCATION Interchange Accidents (weekday) Link Accidents (weekday) Meter Study Recommendation I-235 Interchanges AM Peak PM Peak Total AM Peak PM Peak Total NE 35/80/235 System Interchange 9 2... In PAGE 82: ... Only a single center is included in the estimate, although the architecture accommodates multiple centers with access to computer and video transmissions from throughout the network. Estimated ATMTIS Costs In Table7 -9 are summarized the estimated costs of the traffic management street and office hardware and traveler information systems. Added to the systems discussed in this chapter are incident management system and plan and the cable television and Internet traveler information systems.... In PAGE 83: ... These are only estimates and accurate cost information should be a result of engineering design. Table7 -9 Estimated Total ATMTIS Cost Planning Period ATMTIS Hardware Assets Immediate 1 - 5 Years 5 - 10 10 - 15 Years Years TMC Hardware $135,000 -- -- -- Video Surveillance $320,000 $520,000 $120,000 $280,000 Video Detection $680,000 -- -- -- Vehicle Detectors $216,000 $72,000 $72,000 $374,000 Highway Advisory Radio $82,500 -- $247,500 $165,000 Freeway Changeable Message Signs $0 $457,500 $305,000 $1,067,500 Arterial Changeable Message Signs $0 $942,500 $0 $0 Ramp Metering $570,000 $0 $0 $0 Communications System $7,143,000 $5,893,000 $0 $676,000 Total Hardware Costs $9,146,500 $7,885000 $744,500 $2,562,500 Hardware Engineering/Design $914,650 $788,500 $74,450 $256,250 System Integration $914,650 $788,500 $74,450 $256,250 Total Hardware, Design, and Integration $10,975,800 $9,462,000 $893,400 $3,075,000 ATMTIS Software and Systems Cable Television System/Interface $200,000 -- -- -- Internet Information System $30,000 -- -- -- Incident Management Plan $50,000 -- -- -- Incident Information System -- $50,000 -- -- TMC Software and Customizing $250,000 -- -- -- Total Cost for Software and Systems $530,000 $50,000 $0 $0 Grand Total $11,505,800 $9,565,000 $893,400 $3,075,000 ATMTIS Recommendations Summary A number of recommendations were made in this chapter. All the roadside ITS assets were recommended in this chapter.... In PAGE 84: ...examined as part of the I-235 reconstruction programs. The roadside ITS assets recommended are listed in Table7 -10 and the proposed locations of those devices is shown in the system map. Table 7-10 Number of ITS Roadside Devices Number of Devices Roadside Asset Immediate 1-5 Years 5-10 Years 10-15 Years Video Surveillance cameras 8 13 3 7 Video Detection Cameras 12 0 0 0 Radar Vehicle Detectors 9 4 4 7 Highway Advisory Radio 1 0 3 2 Freeway CMS 0 3 2 7 Arterial CMS 0 13 0 0 Ramp Meters 19 0 0 0 The ATMTIS is the core piece of ITS infrastructure for the Des Moines deployment.... In PAGE 84: ... The roadside ITS assets recommended are listed in Table 7-10 and the proposed locations of those devices is shown in the system map. Table7 -10 Number of ITS Roadside Devices Number of Devices Roadside Asset Immediate 1-5 Years 5-10 Years 10-15 Years Video Surveillance cameras 8 13 3 7 Video Detection Cameras 12 0 0 0 Radar Vehicle Detectors 9 4 4 7 Highway Advisory Radio 1 0 3 2 Freeway CMS 0 3 2 7 Arterial CMS 0 13 0 0 Ramp Meters 19 0 0 0 The ATMTIS is the core piece of ITS infrastructure for the Des Moines deployment. Shown in Figure 7-5 is a very high level systems architechure for ATMTIS.... ..."

"... In PAGE 15: ...5 million. Table5 tallies these estimated implementation costs. Maximum capital costs are estimated to be approximated $35 million, while annual on-going costs are estimated to be under $30,000,000.... ..."

"... In PAGE 4: ... (B) Classification of arteries and veins 268 segments of arteries and 237 segments of veins were tested by the proposed algorithm of artery and vein identification. The results obtained by minimum Mahalanobis distance are shown in Table1 . The success rate is defined as the true positive rate, which is 82.... ..."

"... In PAGE 7: ... Within each table, one, two, or three stars mark an abnormal value that is more than one, two, or three normal standard deviations from the normal mean. Results are presented for individual vessels in Table3 and for groups of vessels in Tables 4 and 5. Table 3 provides results for a basilar artery exhibiting severe type I tortuosity.... In PAGE 7: ... Results are presented for individual vessels in Table 3 and for groups of vessels in Tables 4 and 5. Table3 provides results for a basilar artery exhibiting severe type I tortuosity. The abnormal artery and several normal examples are shown in Figure 1.... In PAGE 7: ... 17.3 + 2.3 Table 4: Type II tortuosity abnormalities., AVM = arteriovenous malformation As shown by Table3 , the distance metric often performs poorly with this type of pathology since many vessels are short. Indeed, the DM was able to flag only one of the three cases.... ..."

"... In PAGE 7: ... Within each table, one, two, or three stars mark an abnormal value that is more than one, two, or three normal standard deviations from the normal mean. Results are presented for individual vessels in Table3 and for groups of vessels in Tables 4 and 5. Table 3 provides results for a basilar artery exhibiting severe type I tortuosity.... In PAGE 7: ... Results are presented for individual vessels in Table 3 and for groups of vessels in Tables 4 and 5. Table3 provides results for a basilar artery exhibiting severe type I tortuosity. The abnormal artery and several normal examples are shown in Figure 1.... In PAGE 7: ... 17.3 + 2.3 Table 4: Type II tortuosity abnormalities., AVM = arteriovenous malformation As shown by Table3 , the distance metric often performs poorly with this type of pathology since many vessels are short. Indeed, the DM was able to flag only one of the three cases.... ..."

"... In PAGE 14: ...R1 14 times higher than CSV/PP. ( Table2 ). In agreement with earlier findings, we found a close correlation between CSV/PP and CPPM (CSV/PP = 0.... ..."

"... In PAGE 11: ... Assessment of Roadside Habitat Abundance Three roads transecting coastal sage scrub (CSS) habitats were chosen for the study; a primary two-lane highway (State Highway 94), a secondary two-lane paved road (Millar Ranch Road), and several unimproved dirt roads (Fig. 1, Table1 , and Fig. 2).... ..."