@ Vanasse Hangen Brustlin, Inc.
Table 2
Unsignalized Intersection Analysis Summary
2017 Weekday Morning
2017 Weekday Evening
Demand* Delay** LOS*** Demand Delay LOS
Central St. at Ash St. Central St WB 520 1 A 490 1 A
Pleasant St. at Elm St. Pleasant St EB 5 9 A 15 10 A
Elm St NB 90 1 A 85 1 A
School St. at Walnut St. School St EB Left Turns 260 12 B 323 14 B
School St EB Left-Through 150 11 B 197 13 B
West Hollis St, at Ash St. W Hollis St WB 830 1 1085 1 A
Ash St SB 30 16 C 20 18 c
Central St. at Vine St. Vine St NB 60 15 B 130 16 Cc
Chestnut St. at Central St. Central St EB 85 9 A 105 10 =A
(driveway) Chestnut St 5B 125 0 - 240 10 B
West Hollis St. at Walnut St. Walnut St NB 110 15 B 105 19 Cc
Main St. at High St High St EB 40 13 B 80 12 B
Main St NB Left Turns 45 9 35 9 A
School St. at School St. Merge School St (Merge) EB 80 10 A 170 10 B
Worcester St. at South St. South St $B 10 9 A 20 9 A
Chestnut St 58 Left Turns 53 7 A 113 8 A
Chestnut St. at School St. Merge Chestnut St 5B Left-Through 193 1 A 272 2 A
West Pearl St. at Walnut St. W Pearl St WB Right Turns 240 8 A 325 9 A
Walnut St NB 120 7 A 175 8 A
Central St. at Myrtle St. Central St EB 400 1 A 390 1 A
Myrtle St SB 10 13 B 30 13 B
Chestnut St. at Factory St. Chestnut St SB 95 32 D 80 152 F
Factory St SW 485 a A 735 9 A
Chestnut St. at Central St. Chestnut St SB 500 10 B 645 11 B
Central St EB 330 10 A 350 10 B
* Demand in vehicles per hour,
** Delay per vehicle expressed in seconds.
*** | evel of service.
\whb\proiediond\S2700,00 Nashua 20
Circulation Studyreports\Fing! RepartFinal
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Existing Conditions
