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HomeMy WebLinkAboutConsultant Review - 1003 OSGOOD STREET 10/16/2003 DJK Dermot J. Kelly Associates, Inc. Traffic Engineering/Transportation Planning APPENDIX • ACCIDENT DATA • DRIVEWAY QUEUE ANALYSIS 580-RtC1.doc o W , .� 0 l f X LL?LLILL.I ILL. LL 1"LL LL 1 �`>�> > LL >� >>1 t � � �1 0 _ !z 1 0 W WSJ �ui — , z � � i z Qi O t Y Q"Q Z Z IW Z ujiujl �a a ICI 1 11 1 a� n cn z1z cnz z: U E ! e -� `z z v)Iz±w I i 00000l lo C) 10 aoo�o0 00 10 io . 0 1 oz (n (n fn W 1 0 0 0 I y r100 0� �n 0! �.; O O!r NI IM O IO, N W O 04 10 Q Q Q 1 1 (ip wz (D�(D C� f 0 O i.n os OO q00 iF- I 1 [ C� ((D { ; O M {0 1 EI ° 0 r 1Q ry, � e cADOZ, z � 00 i I �' �` p10100l O z 0 c o= 0_, 0_i 1 to C"!C-4, iN C', �NI — � Q�O-7 i 0' LL c � W�LLJ 0j� W �j �I 4� Do IL zn ' o Q{-4— 1-10 0, a_ o a� 1 01 v - n_ n_ o_10_I a��� 0.{ �? v (� ��v 4v v{ vl x� , 1 0..10. <CL l�7�1 Cj mIL6 (4 ppt0' 10 O) r .I"Y�00 YID 8� 1 (>3 1 1 1 � �_ L O O�O i uj O I o O O N F- esi N 04oI Iti INI �' ���`� 1�1� 10t l!) Iiil OIOt�-J�r1 Ofr 10 _ - Page 1ofI Two-Way Stop Control TWO WAY STOP CONTROL SUMMARY Site Information General Information Osgood st. at Site Drive nalyst Dermot Kelly, PE,Inc. Intersection North Andover gency/Co. WK Associates, c. Jurisdiction 2008 Build Date Performed 10/16/03 natysis Year nal sis Time Period Morning Peak Hour Pro'ect Description 580 Thomas Propertie s, LLC North/South Street: Osgood Street East/West Street: Site Drive Stud Period hrs : 1.00 Intersection Orientation: North-South 1"r, Volumes and Adjustments Southbound Major Street Northbound 4 5 6 1 2 T R 1282 3 R Movement L T L 0 11 olume 0 859 1.00 1.00 1.00 1.00 1.00 Peak-Hour Factor, PHF 1.00 � 11 1282 0 -- Hourly Flow Rate, HFR 0 859 __ 0 Percent Heavy Vehicles 0 Undivided Median Type 0 0 RT Channelized 0 0 2 0 Lanes 0 T TR LT T Configuration 0 0 U stream Signal Eastbound inor Street Westbound 10 11 12 7 8 M g Movement R L T R L T 0 0 0 0 olume 0 0 1.00 1.00 1.00 1.00 1.00 Peak-Hour Factor, PHF 1.00 0 0 0 0 Hourly Ftow Rate, HFR 0 0 0 0 0 Percent Heavy Vehicles 0 0 0 0 Percent Grade (%) Y N Flared Approach 0 Storage 1 0 0 RT Channelized 0 0 0 0 Lanes 0 0 LR Configuration Dela ,Queue Len th, and Level of Service Westbound Eastbound pproach NB s 4 7 8 9 10 11 12 Movement 1 Lane Configuration LT LR 0 v (vph) 11 11 C (m) (vph) 0.01 /c 95% queue length 0.04 Control Delay 9.6 LOS A pproach Delay -- pproach LOS "- > Version 4.1c IICS2000TM Copyright©2000 university of Florida,All Rights Reserved file://C:\Documents%20and%20Settings\Dermot\Local%20Settings\Temp\u2k6290.tmp 10/16/2003 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst Dermot Kelly, PE, PTOE Intersection Osgood St. at Site Drive Agency/Co. DJK Associates, Inc. Jurisdiction North Andover Date Performed 10116103 Analysis Year 2008 Build Analysis Time Period Evening Peak Hour Project Description 580 Thomas Properties, LLC East/West Street: Site Drive North/South Street: Osgood Street Intersection Orientation: North-South IStudy Period hrs : 1.00 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 0 1798 2 3 1058 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 1798 2 3 1058 0 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 2 0 0 2 0 Configuration T TR LT T Upstream Signal 0 0 Minor Street Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 0 0 0 0 0 0 Peak-Hour Factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 0 0 0 0 1 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach y N Storage 1 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Delay, Queue Len th, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LT LR (vph) 3 0 C (m) (vph) 347 lc 0.01 95% queue length 0.03 Control Delay 15.5 LOS C [Approach Delay --Lpproach LOS -- -- HCS2000TM Copyright 0 2000 University of Florida,All Rights Reserved Version 4.1c file://C:\Documents%20and%20Settings\Dermot\Local%20Settings\Temp\u2k6293.tmp 10/16/2003