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Vrooman Road Bridge Replacement |
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Vrooman Road Bridge Replacement |
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Previous Studies Updated Planning Study (Revised January, 2007 and May, 2008) with ODOT acceptance email of 06-30-08 Approved Noise Technical Report dated December, 2008 with ODOT approval letter of 01-21-09 Documents from the January 27, 2009 Public Involvement Meeting Public Involvement Meeting Notification Letter to the Public Lake County News Herald Announcement on January 14,2009 Public Involvement Meeting Handout Public Involvement Questionnaire Traffic Impacts
Charged with
using ODOT Office of Technical Services (OTS) Certified Traffic
–Present
Day ADT Approximately 5200 VPD
–Opening
Year (2012) ADT approximately 5,200 VPD per ODOT OTS, 5,700 VPD per
Planning Study model
–Design
Year (2032) ADT approximately 5,900 VPD per ODOT OTS, 6,600 VPD per
Planning Study model
Current NOACA Traffic Model for project used in planning study has different traffic volume projections
–Assumes
that 75% of SR-528 Truck traffic may use Vrooman Road
–This
represents approximately 480 trucks in Opening Year (2012)
–This
represents approximately 710 trucks in Design Year (2032)
NOACA Traffic
Model considers current traffic composition and volume, and existing
land use
Both current traffic projections indicate that no more than two
lanes of roadway are required to support the projected traffic
volumes
 
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