@ Vanasse Hangen Brustlin, Inc,
Table 2 Continued
Unsignalized Intersection Analysis Summary
2017 Weekday Morning 2017 Weekday Evening
Demand* Delay** LOS*** Demand Delay LOS
Foundry St. at Holmes St. Holmes St $B Right Turn 5 8 A 5 8 A
East Pearl St. at Mason St. E Pearl St WB 420 1 A 330 1 A
Mason St NB Left Turn 20 12 B 25 ii B
Worcester St. at Mason St. Worcester St WB 30 9 A 15 9 A
Worcester St. at White Ave. White Ave SB 5 8 A 5 8 A
East Pearl St. at White Ave. E Pear! St WB 420 1 A 330 1 A
White Ave NB Left Turn 5 11 B 5 il B
East Pearl St. at Temple St. Temple St WB 345 1 A 255 1 A
Temple St SB 270 15 Cc 505 23 c
Temple St. at Cottage St. Temple St EB 320 2 A 405 1 A
Cottage St NB 25 11 B 25 11 B
Cottage St SB 20 12 B 70 13 B
East Pearl St. at Quincy St. E Pearl St WB 420 2 A 340 2 A
Quincy St NB Left Turn 35 13 B 35 12 B
East Pearl St. at Cottage St. Cottage St $B Right Turn 25 il B 25 10 A
Temple St. at Spring St. Spring St NB 250 12 B 305 14 B
Temple St. at Cottage Ave Temple St EB 275 1 A 450 1 A
Cottage St. at Cottage Ave Cottage Ave WB 5 9 A 5 9 A
East Hollis St. at Quincy St. E Hollis St EB 465 1 A 475 A
E Hollis St WB 660 0 A 710 A
Quincy St SB 70 23 c 90 29 D
East Hollis St. at Mason St. E Hollis St EB 485 1 A 500 1 A
Mason St SB 40 20 Cc 20 22 c
Spring St. at Hosmer Ave Hosmer Ave EB 5 10 A 5 10 A
Spring St NB 255 2 A 375 0 A
* Demand in vehicles per hour,
** Delay per vehicle expressed in seconds.
*** | evel of service.
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