@ Vanasse Hangen Brustlin, Inc.
Table 1
Signalized Intersection Analysis Summary
2017 No Action
v/c* Delay** | LOS***
Pine Street at Ledge Street/Central Street AM 0.50 24 Cc
PM 0.56 23 Cc
West Hollis Street at Pine Street AM 0.45 3 A
PM 0.51 3 A
Main Street at Water Street/Park Street AM 0.51 18 B
PM 0.52 25 Cc
Main Street at Factory Street/Temple Street AM 0.38 16 B
PM 0.46 26 ce
Main Street at East/West Pear! Street AM 0.50 21 Cc
PM 0.47 22 Cc
Main Street at East/West Hollis Street AM 0.54 29 c
PM 0.69 45 D
West Hollis Street at Elm Street AM 0.41 8 A
PM 0.48 11 B
East Hollis Street at Spring Street AM 0.39 28 Cc
PM 0.42 43 D
East Hollis Street at Spruce Street AM 0.60 35 D
PM 0.74. 5] D
West Hollis Street at Palm Street AM 0.58 29 Cc
PM 0.78 46 D
Central Street at Palm Street AM 0.38 23 Cc
PM 0.44 19 B
* Volume to Capacity Ratio.
™“* Delay in seconds per vehicle
*** Level of service.
\whbiproiBedior\S2700,00 Nashua 18
Circulation Study\reporisiFinal Report\Final
Report docx,
Existing Conditions
