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HomeMy WebLinkAboutBATCH - Supplemental - 1775 Shelburne RoadADDENDUM to a TRAFFIC STUDY of the PROPOSED MCDONALD' S RESTAURANT U.S. Route YtL7 South Burl naton, Vermont Woodstock, Ver,�ont December, 1977 -1- This addendum to the original traffic study is to provide additional information as requested by the South Burlington Zoning Board of Adjustment. TRAFFIC DISTRIBUTION - Figure #1 I These volumes are based on counts taken by the Chittenden County Regional Planning Agency in the vicinity of Nordic--,) Ford June 29-July 6, 1976 and expanded to 1977. Traffic conditions during this period of the year (4th of July holi- day) generally represents some of the higher traffic volumes conditions of the year, therefore, representing a conserva- tive approach. (Appendix) BARTLET BAY ROAD - SIGNAL TIMING* Period of Day Cycle Length (sec.) Approach 6 am-9 am 90 Rte.7 & Left Turn 4 pm-6 pm Side Roads '-�tiv��-- Clearances 9 am-4 pm 75 Rte.7 Left Turn Side Road Clearances Time(sec.) G/C 56 .62 8 .09 11 .12 15 .17 43 .57 8 .11 9 .12 15 .20 *Source - Vermont Highway Department and verified in field -2- CAPACITY ANALYSIS OF NORTHBOUND (ROUTE #7) LEFT TURN INTO PROPOSED McDONALD' S RESTAURANT 1 U"`� Capacity of left (with separate turn lane) = 2OO.v g - oPP� osi traffic 7 V / � NOON Capacity _200 70 I n_ = 500 vphg = 1I As no signal 100% green, G/C,'= 1.00 Capacity of left turn (with''` separate lane) _ 500 vph x 1.00 = 500 vph' 500 .15 Level A PM G Capacity = 1200 - 878 = 322 vphg As no signal 100% green G/C 1.00 Capacity of left turn (with separate lane) 322 x 1.00 - 322 vph V/C = (/322 .17 Level A Based on the signal timing the following table shows the num- ber of seconds that through southbound vehicles are stopped at Bartlet Bay Road intersection. During this period there would be minimal traffic traveling southbound past the site on Route #7. Time of Day Cycle Length Time when southbound traffic is stopped 6 am-9 am 90 sec. A6 34 sec. "Vj wmk 4 pm- 6 pm 2 sec. 9 am-4 pm 75 sec. � �� ,-- -3- DRIVE-UP ORDER WINDOW STORAGE REQUIREMENTS The basis for determining the storage requirements for drive - up facilities was a study done for drive-in bank facilities and is based on acceptable waiting times. Based on an acceptable waiting time of ten minutes for one window, six storage spaces are required. For an acceptable waiting time of fifteen minutes and one window, nine storage spaces would be required. The site plan of the proposed McDonald's Restaurant has suffi- cient room to store fourteen vehicles behind the vehicle be- ing serviced at the pick-up window. In addition to the above storage there is room for three vehicles between the pick-up window and the vehicle waiting to enter Route #7. This would indicate that more than sufficient storage exists for the drive -up window facility. -4 - SIGHT DISTANCE STANDARDS* Stopping Sight Distance Speed Distance 30 mph 200 feet 40 mph 275 feet 50 mph 350 feet 60 mph 475 feet 70 mph 600 feet Sight Distance at Stop Controlled Intersections Vehicle Type Design Speed 30 mph 40 mph 50 mph 2 lanes 4 lanes 2 lanes 4 lanes 2 lanes 4 lanes Passenger Car 300' 350' 400' 450' 500' 600' Single Unit 400' 475' 550' 625' 675' 775' Truck Truck Comb i- 525' 600' 700' 775' 850' 975' nations With available sight distance 1000' in both directions, all of the above standards are exceeded. *Source - Traffic Engineering Handbook M� �o ►�P.L�JS 0 �N 74 76 (5S) o J r� 00o I•loo+a �E-- 1� ova l 2 rl 000 - (000) —1 EA.IL Novi 4 oo - 5, oo -'P�A MG t7o���s �.�sTAUZA►JT So�71� -8c���-��GTo►Jr ►moo �SSoCa ASS I t - �7 V ER43NT 'DEPARTMENT OE HI GHWAYS PAGE 1 OF 4 EXTRACT ANNUAL HIGH HOURS RUN _DA-TE-3.2/.22/77__--- i PROGRAM NO. P515) YEAR OF DATA 1976 - - STATICN: D 2 AADT: 10838 ROUT E: -. US _ _ 7_ _. - - - --- --- ---- SEGUE-NCE __ 9A-Y .OF DAY OF HOUR NUMBE P _ tIONTH MONTH WEEK OF DAY VOLUME OF AADT ------------------ ---- 1 9 - - 3 6 17 1265 11.7 2 8 30 2 17 1?52 --11 .6-_ -_- 3 8 27 6 17 1258 11.6 4 8 6 6 17 _ 1256. - -.11.6 -- -- -" -` 5 - 8 24 3 16 1231 11.4 6 10 15 6 16 1215 .11.2 - - 7 8 6 6 16 1215 11.2 8 10_ 11 - 16 - 1200 -- 11-. 1 - - _ 9 . g 13 6 17 1199 11.1 0--- 8- 12 - 5 - - 16 .-- 1199 -- ----11 -1 -- 11 10 _ .. 1 6 17 1198 12 - 10- - .3 - 1 15 1193 _`- _ 11...•0 - _ - --- 13 -- - - 8 26 5 17 1192 11.0 14 5 28 6 16 1187 ------ . 11 .0 _ 15 10 15 6 17 1186 10.9 1-6 - 8 - 6 17 1186------- 10.9 - - - --- - --- - 17 _ 10 - 3 1 16 11 78 -._ r_ 10.9 _ _. 18-- 9- 3- _ _ _ .6 - -16 1175 -- ----- 10.8- -- --- --- 19 - _.. A 27 6 16 1170 10.8 20 7 14 4 17 1169 _ 10.8 21 8 27 6 18 1167 10.8 2.2_ 10 6 16. _1166 --- 10.8 --- - __-- --" - 2 3 .- 8 -1 31 3 17 1164 10. 7 24 8 13 6 16 1 159 _ _-_10 .7 - 25 7 13 3 17 1143 10.6 26 10 8 6 15 1145 _ 10.6 27 9 3 6 15 1145 10.6 28 8 11 4 16 1144 10.6 "-- 29 9 17 6 17 1143 13.5 30 10 8 6 16 1141- _ 10.5�_ _ ---- 31 7 15 5 17 1141 10.5 32 9 24 6 17 1138 _ 10.5 33 5 18 6 16 1138 10.5 34 7 23 6 16 1135 -- - -- ----1 0 .5 .-------. 35 10 _ 5 3 16 1134 10.5 36 5 28 6 17 .1134 --10 .-5 --- -- 37 8 9 2 16 1130 10.4 38 6 11 6 17 1130 10.4 39 10 11 2 17 1129 10.4 40 8 26 5 16 1123 10.4 - 41 10 3 1 14 1127 10.4 42 5 24 5 16 1125 10.4 43 8 2n 6 17 1124 10.4 44 3 13 6 15 1124 10.4 45 7 28 4 16 1124 10.4 46 9 1 4 17 1122 _------13.4-- - -- -- 4 7 - 7 -- 26 2 16 1122 10. 4 48 6 11 6 16 1121 1 0-. 3- _- _ 49 10 _ 10 1 13 1119 10.3 50 - -1� - - 1 - - 6 15 - ---1118 --- 10-. 3------ VERMONT DEP 1F TMENT OF HIGHWAYS _ EXTRACT ANNUAL HIG-1 HOURS (PROGRAM NO. P515) STATION: D 2 ROUTE:. -- US _ 7 PAGE 2 OF 4 RUN DATE 02 /22 /77_ YEAR OF DATA 1976 AADT:. 10838 SEQUENCE- _- __-_ -- _-DAY- OF__. DAY OF HOUR_ NUMBER MONTH MONTH MEEK OF DAY VOLUME. OF AADT 51 8 30 2 16 1115 - ---- ---1 0 .3^-------- 52 7 14 4 16 1115 10 .3 53 7 9 6 16 1115 10.3 5 4 10 _ 11 2 15 .1114 _._ _ _ 1 0.. 3-__ - --- - - 55 8 20 6 16 1111 10.3 56 8 17 3 16 1111 10.3 - -- ---:- 57 9 17 6 16 .1110 10.2 58 8 16 2 15 1110 _---------_ I0..2 -- 59 10 2 7 15 1109 10.2 -b0---- -- 8 - 25 - ------4 1117 -- ----1109- _ 10.2_-. _---- - --- 61 7 13 3 16 1109 10.2 _- -- b2 --- 7- - - 2 - - .6 -17- -- 1108 - ------ 10.2--- ----- - - --- - 63 8 19 5 16 1107 10.2 64 -- --8 10 _ _ _ 3 16 - .1107 -- -- -- 10 - 2 --- - -- 65 10 12 3 lb 1106 10.2 66-- - - ---7 - 29 5 16-- ----- - 67 5 28 6 15 1106 10.2 _ �- -- - 68 - - 21 -- i - -- - 16 ----__ -1105-------- -_10.2- -- - --- _ _ --- -69-- - - --7--- - 7 9 6 17 1105 10.2 70 6 _ 4 6 17 1 104 --_ - - ----_ __-- 10.2 71 7 23 6 17 1102 10.2 7-2- 10 _ 1 16- - -- ------ 73 8 16 2 16 1099 10.1 74 9 27 2 16 1098 _-- 10.1 75 9 24 6 16 1097 10.1 76 10 15 6 15 1095 10.1 _ 77 8 19 5 17 1095 10.1 78 6 17 5 16 1095 10.1 -- - -- 79 - - 8 23 2 16 1094 10.1 80__ 5 21 0 16 _- 1094 10.1 81 _ 8 31 3 lb 1093 10.1 82 8 18 4 16 1093 _ _ 10.1 83 10 10 1 15 1091 10.1 84 17 3 17 _ ._ 1089.--_ _- - 10.0 ----- ---- -- --------- 85 -8 9 22 4 16 1088 10.0 86 10 4 2 16 _. 1084 10.0 87 10 11 2 14 1083 10.0 88 7 27 3 16 10.33 10.0 39 6 21 2 16 1 'JR3 10.0 90 7 2 6 16 1C82 10.0_- 91 10 29 6 17 1079 10.0 92 10 22 6 17 1378 9.9 93 10 7 5 16 1078 9.9 94 9 1 4 16 1078 9.9 95 8 5 5 17 1078 9.9 96 7 8 5 17 1078 9.9 97 10 9 7 15 1077 9.9 98 10 6 4 17 1077 9.9 99 9 19 1 15 1077 9.9 100 10 10 1 14 1076 9.9 VERMONT DFPARTMEN'T OF HIGHWAYS EXTRACT ANNUAL H ISA HOURS - IPROGRA,'-i N7. P515f - - -- STAT ION= D 2 ROUT E: US 7 PAGE 3 OF 4 _ RUN DATE_ 02422/-77 YEAR OF DATA 1976 AADT: 10838- -__-_-- _- - DAY OF __---DAY .OF HOUR _ - PERCENT _-- -SEQUENCE. NUMBER MONTH MONTH dEEK OF DAY V3LUPAE OF AADT --------------------------------------------------- - - - 101 9 30 5 16 1075 - 9.9 - - - - _____ 102 10 7 5 17 107+ _ _ .9.9-- 103 8 16 2 17 1074 9.9 - -- 104 10 22 6 15 _ 1072 _ _ _ _____ _9.9 105 7 22. 5 16 1072 9.9 -- 106 7 L 2 2 17 1 072 9.9 107 7 16 6 17 1070 9.9 - --- 108. 9 .._ 19- 1 14. 1068 - -- -- 9.9 _ 109 9 2 5 16 1068 9.9 ---- 1 10 . -- - - - - --- 16- -._� . -6 - -16- - -- ---10 6 8 - 111 11 24 4 _ 16 -_ 1067 9.8 - - - -- - 112 - - 10 -- - - 5 ----- 3 _ 17_.. --- ___l 067 - --- --- 9-.8 - - 113 6 22 3 16 1067 9.8 -- ---- 114---- - ---5-- -- - - l�r- --- -- 6 16 - -- -- 1067 -- ---9.8 -- 115 10 6 4 lb 1065 9.8 116-- $ --- ----- 5- --- -5. - 16w.._.__1065 --- 9.8----_ -- -- 117- 6 - 30_ 1b__-.: -t.-1 055 - 98 118 - - - ---- -8 ---- - - 28 - -- 7 16----. -- -71064_ 9. 8 -- -- - -9.8 - - - 119 10 5 3 15 1063 120 10 3 1 13 _ .1063 __ _ 9. 8 - 121 10 3 1 12 1063 9.8 --- - -- 122 ---- . _ 9- _ . 3 16 1063___­ --- -9 .8 - - 123 7 9 6 15 1063 9.8 124 7 7 4 17 1062 _ _ 9.8 _ 125 10 14 5 16 1060 9.8 126 10 4 2 17 1059 9.8 127 10 13 4 17 1058 9.8 - 128 _ 8 6 6 15 1053 9.8 - 129 10 3 1 17 1057 9.8 130 10 2 7 11 1057. __ _9.8 131 7 8 5 16 1057 9.8 132 9 19 1 13 _ _- - 1056 9.7 _ 133 7 28 4 17 1056 9.7 134 10 12 - 3 15 10 5.4 ---- -9-.7 __ - - -- 135 9 3 6 14 1054 9.7 136 8 7 .7 - _ 15 _ _ .- _ 10 5 t - - _ _--- 9. ' 7 137 6 23 4 16 1054 9.7 138 9 26 1 13 1053 9.7 139 7 13 3 l5) 10'53 9.7 140 7 20 3 17 1051 _ 9.7 141 10 2 7 16 105'1 9.7 142 7 26 ? 17 1050 9.7 143 4 2 6 16 1050 9.7 144 10 13 4 16 1049 9.7 145 3 24 3 15 1049 9.7 146 8 18 4 17 1049 9.7 147 5 21 6 17 1049 9.7 148 9 10 6 17 1048 9.7 149 7 21 4 17 1048 9.7 150 6 15 3 16 10+7 9.7 VER'10NT DEPARTMiENT OF HI Gt-{„IAYS EXTRACT ANNUAL HIG-i HOURS (PROGRA'l NO. P515) STAT ICN: D 2 - - --ROUTE : US _ 7 - - PAGE 4 OF 4 RUN _DATE 02/22/77_ __ YEAR OF DATA 1976 AAOT= 10838 - -___5_E0U-ENCE -- JDAY OF :. DAY OF HOUR- - .. --- - - - --- PECEN_T_ N'UMRER MONTH MONTH 'MEEK OF DAY VOLUME OF AADT 151 7 23 6 15 1045 9.6 1 5 2 9 17 6- 15 10 "t 4 9 .5 153 9 14 3 16 1043 9.6 __ ----_ 154 ._ _ 8 28 _ 7 13 10i3 _ 9.6 - -- - - 155 6 25 6 17 1043 9.6 156 6 25 6 16 1042 9.6 157 10 22 6 16 1041 9.5 15 8 7-- . _-- - 16 - _ 6 17 10 41 9.6 159 10 14 5 17 1040 9.6 -- --- 160 --- _- ---_ -8- - -- - -9 - - - - 2 - - ibl - g 5 5 - 15 1039 9.6 _ _- ---- 162 - J l __12 6 16 1038 9.6 163 8 7.8 7 14 1038 9.6 ------ 164 _ 9 _-_ - 16 5 16 103-1 9.6 165 10 12 3 17 1036 9.6 166�,.__. 5=----29 --- - ---7 - - - - 11-- _... --- 1036__ - ___. 9.6--=- -_T-__�-=1. -_- --_5 - 15_-_- __ _ -035�-----== 9.5 - =--- -- - -- --- - 168 -----8-- - 9 .2 15 _- 1 035 ------ 9.5 169 7 6 3 17 1035 9.5 _ 170 _ _ 10 10 1 17 1034 9_5 171 6 4 6 16 1034 9.5 -----172-- - - 10 ---- - - 9 7 11 - ----- 1033.--- ---- 9.. 5-- 173 8 25 4 16 1033 9.5 174 9 24 6 15 1032 9.5 175 7 12 2 16 1032 9.5 - - 176 7 29 5 17 1031 9.5 177 7 22 5 17 1031 9.5 _ .178 6 25 6 15 1031 9.5 179 5 27 5 16 1031 9.5 _ 180 _ _ 8 28 7 12 1030 _ _ 9.5 lal 6 1 3 17 1029 9.5 182_ 11 24 4 15 102P. _ 9.5 _ 183 6 14 2 16 1028 9.5 ---- 184 - - 8- 7 _ 7 11 - --- 1027--- --- --9.5 - --- 185 9 23 5 16 1026 9.5 186 _ 9 10 6 _ 16 - 1025 - 9.5 -- 187 8 7 7 16 1025 9.5 188 10 2 7 17 1024 9.4 Iall 10 1 6 14 1924 9.4 1S0 7 19 2 17 1024 9.4 1131 10 29 6 16 1023 9.4 192 c 4 7 14 1 D?3 9.4 193 8 2 ? 16 1023 9.4 194 7 1 5 16 1023 9.4 195 6 3 5 16 1023 9.4 . 196 8 20 6 14 1022 9.4 197 8 18 4 15 1022 9.4 . 198 9 25 7 15 1021 9.4 199 7 29 5 15 1020 9.4 -- .200 7 19 2 16 1020 9.4 m CHITTEHIIEN COUNTY REGIONAL PLAIMING COMMISSION OF :I:AN TPA11,3PORTAT I i= N STUDY I tI T ER'=�ECT I utI T�_iF'N I hiG i'1OUEMEHTS ROUTE ? (RT ) AND JAOLMES ROAD (HR1 AUGUST i 1 • 1975 A. M. NOON P. M. TOTAL P ER I CIII PEEN OD e-' PERIOD, ._ COUNT TOTAL �-TAL OLUNE t 26 : 1 �#; 0 2522 cLt•�� . RT - TOTAL 2.0 1.1 1.5 1.5 RT -ii0. ` . LT - TOTAL .0- .0. . 0 - .0 5.5 5.2 3.3 4.6 APPROACH _ T - TRUCK 5. 6. !h O 3.3 4.3 . RT - TRUCK 4.0 25.0 37.3 24.4 . LT - TRUCK .0 .0 .0 .0 = PEDESTRIANS to Ol !l 0 j- 6 T 70� - C_== � TOTAL VOLUME 1 - 5 1 2 22T 5142 . RT - TOTAL .0 .0 .0 .0 RT;- -L 0.. . LT - TOTAL .2 .6 .3 U i TRUCKS 4.4 5.5 4 .. 4.0 APPROACH ST - TRi i t:: s. 4 5.5 4. L. 4. 0 . LT - TRUCK _ 0 12.5 40. 3 1 PEDESTRIANS 0 0 0 0 C7► TOTAL VOLUME :32 33 34 RT - TOTAL 21.9 21.1 10. ` `G. t HA41EST LT - TOTAL 78.1 , `'. 9 `�1 .8 L' . 8 1 79 L1 . TRUCKS 21.9 10.5 6.1 13.1 APPROACH . ST - TRUCK .0 .0 .0 .0 . RT - TRUCK 14.3 .0 .0 5.9 LT - TRUCK 24.0 13.3 7.4 14. •a PEDESTRIANS i_1 it 0 ►l A. ti. PER 1OD i ►lfj A. M. TO `: =:i� A.M. f OOH PERIOD I I: ► 07 A. M. TO 1:00 P.M. P. M. PERIOD : :00 P. M. TO 6:00 P. 1-1. -177- n SiAi1l.N U lOS VERMONT HIGHWAY DEPARTMcNT DATE OF PICKUP 04/28 MONTH APRIL it -AUUTE_---.-- 7 tLY.EKACtclhAr.i1C-LUUt/T T1?,X-DF lLiillP_SL�40_AM_YEAR t97� CHIIThNDtN/SOUTH BURLINGTON • • • HOURLY LISTING • • • _ - CAY 12 01 02 03 04 05 06 U7 06 U9 10 11 12 U1 U2 03 04 05 06 U7 08 09 10 11 C M/W Ol 01 03 04 DA �11 US U6 07 US Oy 10 11 12 ul 02 03~ 04 05 06�07 06 09 10 12 TOTAL n C� 22T 160 t:5 b4 51 57 L24 4U5 1242 112U 1042 1170 1179 1408 13d) 1351 L430 1677 1667 1098 lUO2 799 624 431 355 19910 10 7c— —13Y166_liL5Y_iI-71_1Z0�41�16.I�1311DID-1122119Q-1434-137d_13.06_1497.1690-.1556_1153-9.62_-809_421-.5UO 374-19848 24T 155 71 61 46 58 LIS 353 LJ85 LL50 L044 1L11 1111 ls9U 12Vb 1276 139.i 1bO2 Lb02 1015 925 758 609 47-1 372 19179 _ri r.wtL _25f-213 117_I6—S2 Al 9e�tl7—ll3 ILZ2 IU5.B.1204._1331L15Ifl154a_Li1ZL4]1�17H1L1d��.13tl1s�1L�1�1J@5451.8._5111-Z244I_—tt><pZ._� rl 'tat) i 765 19 A 16A;'t 84 66A t6 11 a 591 959 1168 1365 1316 1A25 1469 1254 1350 1444 1248 lOU—Q1.4 b¢_5 5111_y8j 187t7 94/7 C� --AY.EK9GLS 8-F 175 84 65 47 62 115 372 115b 1159 LU54 1155 12,1,e 145s-1401 1s61-L448 1689 1670 1174 1052 871 678 482 405 20346 S6U19J lea A4 62 68 lnz '4bQ__5-q]`_q5912h3 13y�314 132i1i69�25s_135Q1494�24d-1obQ�9Z4�4?1.9_485-18216 f� CON 216 105 85 54 b2 105 330 999 1045 1035 1177 1251 1425 1385 1383 1409 1621 1625 1188 1054 981 675 469 421 20020 n n HIGd--flQUR 5- 6 PM PAY--fj%1 OATE_25 YOLQME- 1954 !1 r i i'4 HIGH DAY DAY FRI DATE 25 VOLUME 22447 i UTALYALUME._8fQQftRFlL� 14j?190 1 ' sou r1 C) X ---- - — �qqi 6 X 70i98soxi.o� 38gN 0-3—qT— - 2381 —L4--- —I0 -- GPSt1= — —rs I n F - I110 90-1 = 22-2ga__� � = 4�.L `I 8 w I 7 X Z ~ 3�YJ2 = u 47o 0' I M 7& O 0 I CHITTENDEN COUNTY . REGIONAL PLANNING COMMI',--'--D ION URBAN TRANS-J-PORTATION STUDY -lHEHPl-'-FF-,LlP Hf--Il-IR TRAFFIC PATTERN CITY OF SOUTH BUR LING-71-ON., V .`QHT- -P-HELBURNE ROAD (U.S. 7) - U 0 1 t i C_6�1 H f �.T 40 M. NORTH OF NORDIC FORD JUNE 21 - JULY 3. H01JR IFFIC HOURLY TRAFFIC PATTERNS OF AAA THE.. AVERAGE ANNUAL AU AVERAGE AVERAGE AVERAGE ANNUAL DRY*' WEEKDAY WEEKDAY SATURDAY SUNDAY DAY AV DAY MIDNI-GHT :.0-0; - 0; A AVE A 'A - 12 .3 21 18 54 Jr4 99 7 2 IN .4 I"b 94 60 52 1- -12 - -3- 4 1-9 27 44 a- 29 5 32 04 6— 7 15 *03' 158 74 31 12in 128 ,7— 8 1116 416 1 5 101 3 J 32 A. 9 8- 5"2o 6 2 526 181 -414 444 9-10 543 452 331 5103 503 10-11 -9-0 553 533 533 1, 11— 1 618 618 6 7`3 - - 601 60-1p I looN A 0 A A �-A A A A3v:A.A v;o-. W.V;oi A,.07 -7 7 8 A. A w VWA A A A; A:A. VA0 A 0. A. V, -019 -*9 545 C., 68 12- 1 coo 13- 677 7,4 C-C-q 669 669 2---i 3. t04 704 654 5A 4 1 673 a- 4 773 - �Aq 4 9 1 694 1 AD. 6 94 4- 5 5--: 9 15 4 4 543 c. SlIq 6- 626 6- 2'6 -'-.6 588 t5p 2 1 5 0 1 C-01 9 465 166 Ao� 4 5pq 459 %-P 9-10 31:143 . 3 4 41t 30 5 -3 395 268 2 tE 3 Mo 6 1 -c­-'0 9 oq -n -2-07 r_clt -4 MIDNIGHT TOTAL- 10-85 2 -2` 8 5 ql 73 7157 961- ADT HEHICLEF'ER DAY = AIADT = 96-20 k.EHICLE- FLP DAY -109- I CHITTENDEN COUNTY REGIONAL PLANNING COHMISSION UP]BAN.TRANSPORTATION STUDY THENTY—FC-11-1P HOUR TRAFFIC PATTERN ClITY OF SOUTH BURLINGTON3- VERMONT SHELBURNE ROAD (U.S. 7) — NORTH-1: C-1 UND 40 M. NORTH OF NORDIC FORD JUNE 29 — JULY 6• 19,76 HOUR HOURLY TRAFFIC PATTERNS OF THE At , jERAGE ANNUAL AV AUEPAGE AVERAGE AVERAGE ANNUAL DAY WEEKDAY WEEKDAY SATURDAY SUtIDAY DAY AV DAY [11111iIGHT 10"c" A A XWA W. WA A -VIci*. 10' A A;1:� W. A'3Wv.A30,'3V W A WV 3�:V.V:34- V1. WEV. A WWVE3v.3K i 21 - 1 4 83-4 12- 5 132 9-? 97 1-2 37 37 0.5 50 50 4 2 22 4 62 -0 4- 15 14 20 28 6 7s 7f1 45 26 E-j E-3 7 113 6-4 227 -12 r-7 .6- 1 7- -44 4 191 1 572 51 5831 344 195 492 492 9-10 624 624 673 231 r-i-2 582 10-11 623 623 629 337 1583 583 11-12 G'93 E-9 3 � -7.-% t:- I Zp --%.-%9 _-Q 647 C-47 ram'-2 692 632 641 641 62 3 623 662 4 0 3 593 598 655 655 C-62 .4 4-05 620 -o 6r- 4 -672--5 7 25 654 673 4- 5 C-L— t 14 5 "'46 746 6 6775 r 73 1*17 446 63.1 634 7 5.3 6 4Ar-- 521 8 1 4 q 4`90 51 c- —5*47 - 30 48 9 -10 %3 4 7 4-7 -397 10-11 � 7,. ; r-- L- 4 -�dM. 21 IG 6 r-_'6 6 11 - 1 12 151 1 5 1 L- - 1 C119- 169 MIDNIGHT — 30;. 30;. V -V D' Xt 0. k-- V.3C,. .30ElD,.'V.V:.3:t -0 TOTAL 10271 Cl 2' 7 2 91 C. 2. 11 2 3 2 4 ADT = 9r,,:-:'4 OEHICLES PER DAY ". AADT = 9t-7-24 t.'EHICLES PEP DAY -107- No Text ew- 0- 0 1 41 -z r7 X71, 5 AY 0 /a TRAFFIC COUNT - MCDONALD'S Conducted by Dick Ward - Tuesday, December 13, 1977 Location: Rt. #3, Cornelia Street, Plattsburgh, New York Corneilia Street - four lane highway, 30 m.p.h. spged limit. Main business district - seven drive-in restaurants &•Platts- burgh Shopping Plaza located within one block of McDonald's. Big N Shopping Center located across the street. Interstate exchange located near -by, south side of City of Plattsburgh. ';eather - light snow - te"Terature 10-120above Parking lot approximately -1 full upon arriving Entering wit tindow Time Left turn in - Right turn in Left_ Richt Customers 11:45 - 12:00�p.m. 13 20 -23- 5 12:00 - 12.15 p.m. 9 15 -22- 12 12:15 - 12:30 p.m. 19 13 8 15 9 12:30 - 12:45 p.m. 24 26 11 17 15 12:45 - 1:00 p.m. 14 14 17 23 15 1:00 - 1:15 p.m. 7 7 9 _ 4 14 Sub -Total: TOT_.L•: 87 105 197 Vehicles 45 45 69 70 159 Vehicles Total vehicles entering & leaving - 351 within 131 hours, 12:30 - 1:00 p.m. - bad back-up & stacking problems from within the lot, r•ainly due to vehicles attempting departure to left. :indow turnover time 1-111 minutes per vehicle - 3 to 6 vehicles at window at all times. Parking allowed within the front of restaruant - parking designed to maintain a thru lane for drive -up window, no landscaping within front yard. Parking lot approximately 3/4 full upon co::pletion of traffic count. No Text No Text No Text No Text r