Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
1021 Atlantic Boulevard UBEX-13-00100077 Traffic Study
Co p y r i g h t © a n d ( P ) 1 9 8 8 – 2 0 1 0 M i c r o s o f t C o r p o r a t i o n a n d / o r i t s s u p p l i e r s . A l l r i g h t s r e s e r v e d . h t t p : / / w w w . m i c r o s o f t . c o m / s t r e e t s / Ce r t a i n m a p p i n g a n d d i r e c t i o n d a t a © 2 0 1 0 N A V T E Q . A l l r i g h t s r e s e r v e d . T h e D a t a f o r a r e a s o f C a n a d a i n c l u d e s i n f o r m a t i o n t a k e n wit h p e r m i s s i o n f r o m C a n a d i a n a u t h o r i t i e s , i n c l u d i n g : © H e r M a j e s t y t h e Q u e e n i n R i g h t o f C a n a d a , © Q u e e n ' s P r i n t e r f o r On t a r i o . N A V T E Q a n d N A V T E Q O N B O A R D a r e t r a d e m a r k s o f N A V T E Q . © 2 0 1 0 T e l e A t l a s N o r t h A m e r i c a , I n c . A l l r i g h t s r e s e r v e d . T e l e A tla s a n d T e l e A t l a s N o r t h A m e r i c a a r e t r a d e m a r k s o f T e l e A t l a s , I n c . © 2 0 1 0 b y A p p l i e d G e o g r a p h i c S y s t e m s . A l l ri g hts r e s e r v e d . Si t e L o c a t i o n M a p 0 m i 0. 5 1 1.5 2 ` PR O J E C T S I T E L O C A T I ON – A E R I A L V I E W PR O J E C T S I T E N AT L A N T I C V I L L A G E S H O P P I N G CE N T E R Detailed Average Rate Trip Calculations For 4.125 Th.Sq.Ft. GFA of Fast-Food Restaurant with Drive-Thru(934) - [R] Project: Panera Bread, Atlantic Beach, FL Open Date: Phase: Analysis Date: Description: _____________________________________________________________________________________ Average Standard Adjustment Driveway Rate Deviation Factor Volume __________________________________________________________________________ Avg. Weekday 2-Way Volume 496.12 242.52 1.00 2046 7-9 AM Peak Hour Enter 23.16 0.00 1.00 96 7-9 AM Peak Hour Exit 22.26 0.00 1.00 91 7-9 AM Peak Hour Total 45.42 28.63 1.00 187 4-6 PM Peak Hour Enter 16.98 0.00 1.00 70 4-6 PM Peak Hour Exit 15.67 0.00 1.00 65 4-6 PM Peak Hour Total 32.65 19.73 1.00 135 AM Pk Hr, Generator, Enter 27.34 0.00 1.00 113 AM Pk Hr, Generator, Exit 26.27 0.00 1.00 108 AM Pk Hr, Generator, Total 53.61 26.27 1.00 221 PM Pk Hr, Generator, Enter 24.60 0.00 1.00 101 PM Pk Hr, Generator, Exit 22.70 0.00 1.00 94 PM Pk Hr, Generator, Total 47.30 25.52 1.00 195 Saturday 2-Way Volume 722.03 295.62 1.00 2978 Saturday Peak Hour Enter 30.09 0.00 1.00 124 Saturday Peak Hour Exit 28.91 0.00 1.00 119 Saturday Peak Hour Total 59.00 22.89 1.00 243 Sunday 2-Way Volume 542.72 206.86 1.00 2239 Sunday Peak Hour Enter 34.92 0.00 1.00 144 Sunday Peak Hour Exit 37.82 0.00 1.00 156 Sunday Peak Hour Total 72.74 11.95 1.00 300 _____________________________________________________________________________________ Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation Manual, 9th Edition, 2012 TRIP GENERATION 2013, TRAFFICWARE, LLC E6 1 0 4 - P a n e r a B r e a d , A t l a n t i c B e a c h , F L Trip Generation Calculations En t e r E x i t E n t e r E x i t T o t a l Ra t e T r i p s E n t e r E x i t T o t a l R a t e T r i p s E n t e r E x i t T o t a l Fa s t F o o d R e s t a u r a n t w i t h D r i v e - Th r o u g h W i n d o w 93 4 4 . 1 2 5 4 9 6 . 1 2 5 0 % 5 0 % 1 , 0 2 3 1 , 0 2 3 2 , 0 4 6 15 % 3 0 7 8 7 0 8 7 0 1 , 7 4 0 4 9 % 8 5 2 4 4 4 4 4 4 8 8 7 En t e r E x i t E n t e r E x i t T o t a l R a t e T r i p s E n t e r E x i t T o t a l R a t e T r i p s E n t e r E x i t T o t a l Fa s t F o o d R e s t a u r a n t w i t h D r i v e - Th r o u g h W i n d o w 93 4 4 . 1 2 5 4 5 . 4 2 5 1 % 4 9 % 9 6 9 1 1 8 7 1 5 % 2 8 8 1 7 8 1 5 9 4 9 % 7 8 4 1 4 0 8 1 En t e r E x i t E n t e r E x i t T o t a l R a t e T r i p s E n t e r E x i t T o t a l R a t e T r i p s E n t e r E x i t T o t a l Fa s t F o o d R e s t a u r a n t w i t h D r i v e - Th r o u g h W i n d o w 93 4 4 . 1 2 5 3 2 . 6 5 5 2 % 4 8 % 7 0 6 5 1 3 5 1 5 % 2 0 6 0 5 5 1 1 4 4 9 % 5 6 3 0 2 8 5 8 ks f = T h o u s a n d S q u a r e F e e t DA I L Y T R I P G E N E R A T I O N Ex t e r n a l T r i p s In t e r n a l C a p t u r e E x t e r n a l T r i p s In t e r n a l C a p t u r e E x t e r n a l T r i p s AM P E A K H O U R I T E T R I P G E N E R A T I O N La n d U s e IT E L a n d Us e C o d e Si z e ( k s f ) R a t e Di r e c t i o n a l Di s t r i b u t i o n Gr o s s T r i p s Pa s s - B y N e t - N e w T r i p s PM P E A K H O U R I T E T R I P G E N E R A T I O N La n d U s e IT E L a n d Us e C o d e Si z e ( k s f ) R a t e Di r e c t i o n a l Di s t r i b u t i o n Gr o s s T r i p s Pa s s - B y N e t - N e w T r i p s La n d U s e IT E L a n d Us e C o d e Si z e ( k s f ) R a t e Di r e c t i o n a l Di s t r i b u t i o n Gr o s s T r i p s Pa s s - B y N e t - N e w T r i p s In t e r n a l C a p t u r e CP H , I n c . February 2014