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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

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