@ Vanasse Hangen Brustlin, Inc.
Table 2 Continued
Unsignalized Intersection Analysis Summary
2017 Weekday Morning 2017 Weekday Evening
Demand* Delay** LOS*** Demand Delay LOS
Walnut St. at High St. High St WB Right Turns 25 9 A 110 10 B
Walnut St NB 730 6 A 920 6 A
Pleasant St. at Walnut St. Pleasant St WB Right Turns 10 9 A 35 9 A
West Hollis St. at Chestnut St. W Hollis St WB 735 1 A 910 1 A
Chestnut St SB 205 14 B 335 17 c
Factory St. at Walnut St. Merge WB Left Turns 235 12 B 350 16 Cc
Worcester St, at Spruce St. Worcester St EB 15 10 A 40 il B
Worcester St WB 10 10 A 10 10 B
Spruce St NB 145 1 A 185 A
Spruce St SB 185 0 A 340 A
Factory St. at Water St. Factory St EB 390 3 A 570 4 A
Water St SB 270 10 A 355 10 A
Clocktower Place Merge Clocktower Place SB 55 3 A 60 9 A
East Pearl St. at Spring St. E Pearl St WB 385 11 B 305 li B
Spring St NB Left Turns 95 9 A 180 10 A
Spring St SB Right Turns 25 8 A 40 8 A
Cedar St. at Elm St. Elm St NB 90 0 - 80 1 A
Walnut St. at Cedar St. Cedar St WB Right Turns 5 5 A 10 9 A
West Hollis St. at Vine St. Vine St NB 60 16 c 130 29 D
Temple St. at Spruce St. Temple St WB 385 3 A 330 5 A
Spruce St NB 140 14 B 185 21 C
Foundry St. at Quincy St. Foundry St WB 10 9 A 10 5 A
Foundry St. at Mason St. Mason St NB 30 1 A 50 1 A
East Pearl St. at Holmes St, E Pearl St WB 420 1 A 340 i A
Holmes St NB Left Turns 5 11 B 5 11 B
© Demand in vehicles per hour.
** Delay per vehicle expressed in seconds.
*** | evel of service.
\whb\profiedionfiS2700,00 Nashua 21
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