@ Vanasse Hangen Brustlin, Inc.
Table 2 Continued
Unsignalized Intersection Analysis Summary
2017 Weekday Morning
2017 Weekday Evening
Demand* Delay** LOS*** Demand Delay LOS
Temple St. at Court St. Temple St EB 290 1 A 415 1 A
Church St. at Court St. Church St WB Right Turn 10 a A 50 9 A
Elm St. at Garden St. (north) Garden St WB 25 il B 140 10 B
Elm St SB 145 4 A 125 2 A
Elm St. at Garden St. (south) Garden St WB 10 9 A 85 11 B
Elm St SB 80 1 A 165 1 A
Pleasant St. at Beech St. Beech St NB 5 9 A 15 9 A
West Hollis St. at Beech St. Beech St NB 10 11 B 10 13 B
School St. at High St. High St EB 30 4 A 45 1 A
School St NB Left Turn 5 9 A 5 9 A
School St NB Right Turn 20 8 A 20 8 A
Garage SB Left Turn 5 9 A 20 9 A
Garage SB Right Turn 10 9 A 15 9 A
Water St. at Mechanic St. Mechanic St WB 15 10 A 100 ps B
West Pearl St. at Elm St. W Pearl St WB Left Turn 145 7 A 125 7 A
Elm St NB Right Turn 40 13 B 115 14 B
Pine St. at Bagshaw Building Bagshaw Bldg. EB 25 13 B 65 14 B
Clocktower WB Left-Thru 35 15 i 45 20 &
Clocktower P| WB Right 25 11 B 65 15 B
Pine St NB Left Turn 30 9 A 20 9 A
Pine St SB Left Turn 30 a A 30 9 A
Pine St. at Green Building S. Drive Gate City Dr EB 10 13 B 20 15 c
Green Bldg. WB 5 14 B 25 16 Cc
Pine St NB Left Turn 15 9 A 10 9 A
Pine St $B Left Turn 10 8 A 5 3 A
Pine St. at Myrtle St. Saigon Market EB 20 13 B 25 16 c
Myrtle St WB 25 13 B 25 15 c
Pine St NB 495 1 A 715 A
Pine St SB 540 1 A 665 A
* Demand in vehicles per hour.
** Delay per vehicle expressed in seconds.
*** | evel of service.
\whbtprofBedlon52700,00 Nashus 23
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Existing Conditions
