Final Report - VHB.com
Final Report - VHB.com
Final Report - VHB.com
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Table 2.2-3. Unsignalized Intersection Capacity Analysis Summary (continued)<br />
2009 Existing DHV<br />
Location/Movement Demand* Delay+ LOS^<br />
Gurnet Road & Coombs Road (north)/Board Road<br />
Eastbound movements from Coombs Road 10 21 C<br />
Westbound movements from Board Road 0 0 A<br />
Northbound movements from Gurnet Road 390 1 A<br />
Gurnet Road & Coombs Road (south)<br />
Eastbound movements from Coombs Road 10 15 B<br />
Northbound movements from Gurnet Road 390 1 A<br />
Harpswell Road & Baxter Lane/Jonathan Street<br />
Eastbound movements from Baxter Lane 5 14 B<br />
Westbound movements from Jonathan Street 10 12 B<br />
Northbound movements from Harpswell Road 200 1 A<br />
Southbound movements from Harpswell Road 275 1 A<br />
Harpswell Road & Middle Bay Road<br />
Eastbound movements from Middle Bay Road 120 13 B<br />
Westbound movements from Golf Course 65 16 C<br />
Northbound movements from Harpswell Road 205 2 A<br />
Southbound movements from Harpswell Road 250 1 A<br />
* Demand in vehicles per hour<br />
+ Delay expressed in seconds per vehicle<br />
^ Level of service<br />
2.2.3 Crash Evaluation<br />
A review of high crash locations (HCLs) in the Study Area was <strong>com</strong>pleted for the<br />
most recent three-year period of crash data available (i.e., 2006–2008). To evaluate<br />
whether a location is problematic, the MaineDOT utilizes two criteria to define what<br />
is called an HCL. Both of the following criteria must be met to be classified as an<br />
HCL:<br />
A Critical Rate Factor (CRF) of 1.00 or more for a three-year period. A CRF<br />
<strong>com</strong>pares the actual crash rate at a specific location to the rate for similar<br />
intersections in the state. A CRF of less than 1.00 indicates a below-average crash<br />
rate.<br />
A minimum of eight crashes during the latest three-year period.<br />
Based on a review of the 2006–2008 crash records, the locations that met both criteria<br />
were identified. In addition, the locations that met one of the two criteria and were<br />
close to meeting the other were included in a more detailed review. For example, if an<br />
intersection had eight crashes and a CRF of 0.95 or seven crashes and a CRF of 1.00,<br />
that location also was included for further examination. When the locations of interest<br />
Existing Conditions 35