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Home My WebLink About620 Airport Boulevard - Technical Study� F�HI; �� 1��}hy rr�.a.usr•�r.r.ariera ;vvsu�ranrs [uL�ul�I3' � � �1u1 Date: To From August 27, 2004 Paul Mitchell, Environmental Science Associates Robert Eckols, P.E. Norman Wong RECFI�/ED AUG 2 7 2004 CI�Y OF BUk�IiJGAME PLANfVING DEPT. Subject: Updated Site Access and On-Site Circulation Review for Proposed Long-Term Parking Lot Located at 620 Airport Boulevard 1035-633 This memorandum presents an updated review of the proposed site access and on-site circulation review for the proposed 350-space long-term parking lot located at 620 Airport Boulevard in Burlingame, California. The site access and on-site circulation was initially reviewed in a November 5, 2003 memorandum. The results of the updated review are presented below. November 5, 2003 Site Access and On-Site Circulation Review According to the July 7, 2003 site plan, all inbound vehicles would enter via a driveway on Airport Boulevard and exit through a driveway to the adjacent Sheraton Hotel parking lot. Thirty (30) seat shuttle buses would provide service between the lot and the airport terminal. The applicant is proposing to provide designated shuttle pick-up and drop-off areas within the lot. The site plan is presented on Figure 1. Changes to the site plan were recommended in the November 5, 2003 memorandum to improve vehicular and pedestrian access to the site. Updated Site Access and On-Site Circulation Review The current proposed on-site circulation is to allow shuttle buses to enter and exit via the Airport Boulevard driveway. All other passenger vehicles would enter via the Airport Boulevard driveway and exit to the adjacent Sheraton Hotel parking lot. The following changes to the July 7, 2003 site plan, as illustrated on Figure 2, are recommended to provide inbound and outbound access from the Airport Boulevard for either a 40-foot shuttle bus or emergency vehicle: • Increase larger curb radii at the Airport Boulevard driveway. Vehicles traveling westbound on Airport Boulevard would have to make a sharp right-turn movement to access the parking lot. This improvement may eliminate one or more proposed trees. • Widen the proposed ramp from the Airport Boulevard driveway from 20 feet to 24 feet. The 24-foot wide ramp would be able to accommodate two-way shuttle traffic. The Airport Boulevard driveway would also need to be widened to 24 feet. • Provide striping on the ramp to designate two-way travel. 255 N. Market Street, Suite 200, San Jose CA 95110 (408) 278-1700 Fax (408) 278-1717 www. fehrandpeers. com 0 — —•—r .��.—'—' -. _..—._,—,—.—•—•— . .� I -, _ _,_,_ . . _ • —' --' — —' —. --. - —' —' . �. . . .. � � . . . . � . I _• —, _. _. _. —. _. —. —, —�.- I . �. _ — —• — — — --- -- I �, _. —' , �..�� --� I j f_; --- j. ` '__' I ��i i . � � I ! I , ; .. � : ' ; . �.. '. �' : : i � � _ .. . _x z_�_ _ '_ _ -''_ a—. ` i � ' � �I � r � �—C �� i i ; �_ (��—� r i j i �—� �-f I � T t_�_-�`:. �i � � � �j i ; I I i ._ � � ��i i . ! ( � � I. � f I , ; ; i , ' � ; � �_� � � � 1 _ ;_ � i 1 �.�_ f ! t_,_F ` � � - • �—� i 1 ` i� i � ; � � _ � � ` � ! �� i � i i . � � ; � � � � ; � I; i , `� , ' ; ' i , I � _ � i , j , i ' 4 ! � � ' i . � , � ; t � , . , , , , , . ,- , � . , . . . � _ . . , . . � _ � � i I � , �i ; i i I {� f � I `I I � � �I AIRPORT BOULEVARD 'I --� I — —•-- —� r t ,._..-.� J Airport Long-Term Parking � AUG 2 7 2004 FEHR � PEERS CITY OF BURLINGAME EXISTING SITE PLAN TRANSPORTATION COMSULTANTS p i n� r� i n r (1 F P T November 2003 1035-633 Figure 1 PROVIDE PARKING CONTROLGATE ="-'-'�' �-` ANDARM -•-�-�-._._•-•-•-.-, - � _ ,___-,-- _"_' j . -•-•-�-�-•-•-•-•- -•- - - ADQSHELTER _ I _ _.--.- --•-• . _ _,-.-.- I �'" _. : ', I PROVIDE TIRE SHREDDER I � � � AND SIGNAGE j REMOVE i PARKING I� �. . �- r . . , . '�, ��, , � . WCREASE � � E j j I i ` � ` ° � _ ' ' � � � i CURB RADIUS � � � � ;�� ; �; - AND REMOVE � I ' ( ' � ' ` ' 4 SPACES � � I ' � ADD PEDESTRIAN REMOVE I I { I PARKING �I WALKWAY j� �� i � j 5 ; i! � ` � ; : i ' • °-- r- � ` � . � . - � � � . � ... . ( F ! �.. j � } � ! j . . �. � � ; . . . . PROVIDE CENTER ( � � j � �. ��. . . � . � , � . � REMOVE LINE STRIPING �' -• i i I i PARKING � 1 � i I � � WIDEN AISLE I I � FROM 20' TO 24' � I � i � I 1 I �m l �- ; t i _ � ` _j_ < < j,. _ � , � z , , ^ _ � _,..f j—i i � � # + WIDEN AISLE TO 28' — __ ._.__._.___._. ._w._._ _ _ _�._ ..,s.—:4 — _�._� ._��. �_ INCREASE CURB RADII (WIDEN DRIVEWAY TO 24') � REMOVE MEDIAN ISLAND AIRPORT BOULEVARD Airport Long-Term Parking � FEHR � PEERS TBANSPORTATION CONSULTANTS November 2003 1035-633 AUG 2 7 2004 CITY OF EURLIiJGNME � I 1 .. .�.J SITE PLAN WITH MODIFICATIONS Figure 2 ��:�� August 27, 2004 Page 4 AUG 2 7 2004 CITY OF BURLIIVGAME PLAIVIVING DEPT. � Ff�HE: �t PLE:€�S TRANSP�RThT[G�1 COkSG?TnN75 • Implement the following circulation pattern, as shown on Figure 3, for the proposed shuttle buses: o Enter via Airport Boulevard driveway o Loop around perimeter of long-term parking lot in a counter clockwise direction o Exit via Airport Boulevard driveway Increase curb radius for vehicles at the point they enter the parking lot from the driveway. This modification would eliminate a minimum of four parking spaces based on the turning radii of a 40-foot shuttle bus or emergency vehicle. Note that a shorter bus or emergency vehicle would require fewer parking spaces to be removed. Provide a parking control gate with arms at the end of the Airport Boulevard ramp. This gate would allow shuttle buses to exit onto Airport Boulevard and prohibit other outbound vehicles from using the Airport Boulevard driveway. A tire shredder should be provided on the inbound side of the parking gate to prevent exit vehicles. Appropriate warning signage should be provided. The outbound lane would be 14 feet wide and the inbound lane would be approximately 30 feet wide. • Although the drop-off and pick-up circulation areas are not marked on the site plan, it is recommended that a shelter be placed in the middle of the northernmost parking aisle tp allow right hand loading of passengers. A striped pedestrian walkway should extend from this shelter southwards through the lot. This improvement would eliminate nine parking spaces. • The north-south circulation aisle adjacent to the Sheraton Hotel exit driveway is approximately 19 feet wide. It is recommended that this aisle be widened to 28 feet to accommodate turning movement of emergency vehicles. Six parking spaces would be eliminated. . The short median island on Airport Boulevard, located immediately west of the project driveway, should be removed to provide additional storage in the two-way left-turn lane for eastbound vehicles to turn left into the site. . The City of Burlingame Fire Department should review the site plan and the recommended changes to ensure that their emergency vehicles can navigate around the parking lot. On-Site Circulation Alternatives Alternatives to minimize on-site circulation impacts include: . Providing a turnout or shuttle stop and appropriate signage on the north side of Airport Boulevard. This alternative would eliminate the need for the shuttle bus to travel through the parking lot. The recommended pedestrian walkway should be extended to existing sidewalks on Airport Boulevard. The location of a turnout or shuttle stop should be determined in consultation with City staff. 8 PROVIDE PARKING CONTROL GATE , • • - -' - - � ANDARM _:-._,_.-. .- - - - - -•- - - - I �--•----•- -•-�-•-.,_ - I . -. - _ _,_.-._,-•-•-�-•-•- - ADDSHEL7ER I _. -. - -•-•- -� — � �� , PROVIDE TIRE I __ � , �----- SHREDDER I � � AND SIGNAGE � � ARKOING F j . � INCREASE � i I ( ; � ; j ; j ' j � � � � � CURB RADIUS � , � � � � �� . I . , ; � �� -#-�-� -�- � � � AND REMOVE � � I � � � ` � � � � � � � ! 4 SPACES �� i � � � ° � I � � ADD PEDESTRIAN REMOVE � � � WALKWAY PARKING � ' � � ( � � . ' I ; I I . � i , � < ` �` � i I � I �� i;'j�E� ( �� i, � ; � ' ' �' � ; PROVIDE CENTER LINE STRIPING I ( I REMOVE II � i PARKING � I � i ' � � ` � --' � � •_� I_ . � �„_ f t � i � 1 9 � WIDEN AISLE � I � i i t r i �-rt i j- � FROM 20' TO 24' j I I I � � � I ` � WIDEN AISLE I � I I TO 28' I�-- --- — --- � ---------�_— , � �— — -- �-- - -•--._._..._._._.__._._._._.-._ - -._.-� ._�-:.-._.._._._._.__._._.-.-� INCREASE CURB RADII AIRPORT BOULEVARD (WIDEN DRIVEWAYT024') � REMOVE MEDIAN ISLAND m � FEHR & PEERS TRANSPORTATION COMSULTANTS November 2003 1035-633 RUG 2 7 2004 CITY OF BURUNGAME Airport Long•Term Parking RECOMMENDED SHUTTLE BUS ON-SITE CIRCULATION Figure 3 � , August 27, 2004 Page 6 AUG 2 7 2004 CITY OF �URLII�GAME PLANI�IfJG DEPT. 'r F l: H f: Sr. C� E f; E: S iRhhISPCRU�T[UY CONSUcTAN'S • Providing an exit only driveway for the shuttle bus at the southeast corner of the project site. This would minimize the curb radius required when vehicles turn into the parking lot. A minimum of three parking spaces would be removed. These alternatives are shown on Figure 4 Conclusions Several improvements were recommended to the site plan to improve pedestrian access and vehicular access/circulation of a 40-foot shuttle bus or emergency vehicle. These improvements include widening the ramp and Airport Boulevard driveway, providing larger curb radii, providing a parking control gate for exiting shuttles, providing a shuttle shelter and striped pedestrian walkway, widening the north-south aisle located adjacent to the Sheraton Hotel exit driveway, removal of parking spaces, and removal of a short median island on Airport Boulevard to provide additional storage capacity. The City of Burlingame Fire Department should review the site plan and the recommended improvements to ensure that their emergency vehicles can navigate around the parking lot. Several alternatives were identified including providing a turnout or shuttle stop on the north side of Airport Boulevard or providing a shuttle exit only driveway at the southeast corner of the project site. � . — —• —� _._.,_,__—.—�------ i INCREASE .- - -- - -- - - -•-• . .--.-.- - - � , . . . . . CURB RADIUS -•-•-•-•-•_'_"_ ` � _ , � I � _ _ _ _•- � -• - -•_' -- — — —� j jl j E.� � I � REMOVE � � ____, I I I I � i ; � � ADD SHELTER PARKING ' � , � i I ��( i , , : �.. t � � i _�_� � � f , I��! � ADD PEDESTRIAN REMOVE WALKWAY PARKING _�_ �— _ � � � __� f—, �--� { � � : i -{ � � e_ � _E_t ;—� , ..;� . _ . :, , . , ,. � �. � _ � __a j j— ; I �_ E L ! � : � EXTEND PEDESTRIAN WALKWAY I TO AIRPORT BOULEVARD IF SHUTTLE � I STOP OR TURNOUT IS PROVIDED REMOVE PARKING I 3 = � i- � ' _�. �. , � WIDEN AISLE j� TO 28' � �_�� r�n .�.-•-- -•--._._._._r_�_,_.-..-._.- ••- • - -•-._.,� ..•..,.� ._._._.-._..._.-.-._._. . _.._._ INCREASE CURB RADII PROVIDE SHUTfLE AIRPORT BOULEVARD � REMOVE MEDIAN ISLAND STOP OR TURNOUT PROVIDE SHUTTLE EXIT ONLY DRIVEWAY � FEHR � PEERS TRANSPORTATIOM CONSULTANTS November 2003 1035-633 (LOCATION TO BE DETERMINED) (REQUIRES REMOVAL OF 3 SPACES) �� AUG 2 7 2004 0 AirpoA Long-Term Parking c i T Y o F� u� � i �� c�; �� E ALTERNATE SITE PLAN MODIFICATIONS �P�,��,�,n r� r n r Figure 4 . � FEHR �z PEERS TRANSPORTATION CONSULTANTS MEMORANDUM Date: To: From November 5, 2003 Paul Mitchell, Environmental Science Associates Robert Eckols, P.E. Norman Wong �D �C�L��C�[� L� [� NOV 0 7 2003 ENUIRONMENTAL SCIENCEASSOC. Su6ject: Trip Generation Estimates and Site Access and On-Site Circulation Review for Proposed Long-Term Parking Lot Located at 620 Airport Boulevard ross-s3s This memorandum presents vehicular trip generation rates and peak-hour estimates for the proposed 350-space long-term parking lot located at 620 Airport Boulevard in Burlingame, California. The trip generation rates are based upon AM and PM peak-hour driveway counts conducted for the 1,263-space Anza Park & Sky long-term parking lot located at 615 Airport Bou�evard. The results of the sunreys, the trip generation rates and peak-hour trip estimates, and discussion of site access and on-site circulation are presented below. Trip Generation Surveys and Rates The number of AM and PM peak-hour trips generated by the proposed long-term parking lot was estimated using the results of driveways counts conducted for a similar land use, Anza Park & Sky. The number of inbound and outbound vehicles were counted at the Anza Park & Sky lot during the morning (7:00 AM to 9:00 AM) and evening (4:00 PM to 6:00 PM) periods in October 2003. The traffic counts are attached. The highest one-hour volume (or peak-hour volume) was used to develop AM and PM peak-hour trip generation rates. Table 1 presents the trip generation rates for the Anza Park & Sky lot. The existing Anza Park & Sky lot generates 0.02 vehicular trips per parking space during both the AM and PM peak hours. Trip Generation Estimates The number of peak-hour trips generated by the project was calculated using the proposed number of spaces (350) and the existing Anza Park & Sky trip generation rates. Based on this information, the proposed project is estimated to generate less than 10 trips during the AM and PM peak hours. ?55 N. Market Street. Suite ?00. San Jose CA 951 10 (408) 278-1700 Fax (408) �78-1717 www.fehrandpeers.com November 5, 2003 Page 2 Table 1 Trip Generation Rates and Estimates Land Use AM Peak Hour PM Peak Hour Anza Park & Sky (1,263 spaces) Total (inbound and outbound) Trips 22 22 Trip Generation Rates' 0.02 0.02 620 Airport Boulevard (350 spaces) Trip Generation Estimates2 7 7 Notes: ' Trip generation rate calculated by dividing the total trips with the number of parking spaces (1,263 spaces). 2 Trip generation estimate calculated by multiplying proposed number of spaces with Anza Park & Sky trip generation rates. Site Access and On-Site Circulation A review of the site plan dated July 7, 2003 was conducted to address site access and on-site circulation. The site plan is presented on Figure 1. Access to the parking lot is proposed via a driveway on Airport Boulevard and a driveway from the adjacent Sheraton Hotel parking lot. Long-term parking patrons would enter using the driveway on Airport Boulevard and proceed past an automated ticket dispenser. Vehicles would proceed along the western boundary of the site and turn into the parking lot. The parking lot consists of nine rows of parking with perpendicular parking spaces. All circulation aisles would permit two-way travel. Thirty (30) seat shuttle buses would provide service between the lot and the airport terminal. The applicant is proposing to provide designated shuttle pick-up and drop-off areas within the lot. The following changes to the site plan are recommended to improve vehicular and pedestrian access to the site. These modifications are illustrated graphically on Figure 2. Provide larger curb radii at the Airport Boulevard driveway. Vehicles traveling westbound on Airport Boulevard would have to make a sharp right-turn movement to access the parking lot. This improvement may eliminate one or more proposed trees. • Provide a larger curb radius for vehicles entering using the Airport Boulevard driveway as they turn into the parking lot. This modification would eliminate one parking space. �� \�� .� ��. i -' � i'' ' i:`��• i.,� i•., �.: 4 �.. —.� . _ _��—__.�— �� .''i`=��''� �-•:- .�." ` Y.�'•��•.o•,�''�' . �i _,_,..�.--_-----�•---�---------� j —Li � If j �� 1 �� i �...��.I ,�.. . " .. I �. ' ,� �' � • '; �..�` ,: � ;` _.I � I i, . � '� 'I • ' .� . 1 . �1 • '�� . ��_ ^ �.%� : • .- . ��r�—wF+4—w � .. f, j �I �I �__.__^— . — . — — — -- — -- --".I , • • • .�r. _ .. , —„--�• �.—, .:� , � .. .4 ' • . • `O• Ie•. • �—F��\!�/•\ /—••i�+` ��.i.�•.�•��..�i�-� .�i• .� • , _ '" � � �!V��t �LY ` � r� AIRPORT BOULEVARD Alrport Lonpd�rm Parklnp � FEHR � PEE�S TtAMS�ORTATIOM CONSUITANTS EXISTING SITE PLAN November 2003 _ ,°35-63' Figure 1 f� �� :�` -a � . -� -, . :• . a,, a� :i _ _ _ - - - - � - ��.l:� �� .�: :. �.�.: �°.��.:� �� .�:; ,:•.,. ^ .:;Q-. -.,.. _�___�.�_ ._.j.��___.L-__.._._--•`�___-___ ...__ � � INCREASE WIDEN AISLE REMOVE � �CURB RADIUS FROM 24' TO 33' ADD SHELTER PARKING .� — — f �� I. 'O' .i I- t �•'•... �• � i . f' �� .. j:,o• i��: �..tl . . I . �'a" • �'.�.. � .I �'• . � I, f:'.'s•' _.� �, - F I �'' i '. . .. �'�' �; � 1.'� .. �' ' ^ • � •I �.; �=:•• �•: � �. � j�,�:.��•.-�.:;j �: • � ' ':� •J • ' ,�-T.��-�-�--�--r-��r_�� .! , ,r � , , _ �e. � ..... � . ..ti"' •il'.o 1 �_ •o, REASE CURB RADII � REMOVE MEDIAN ISLAND ADD PEDESTRIF WALKWAY REMOVE PARKING REMOVE '• � PARKING .i i i 1 1 �I NARROW AISLE WIDEN AISLE �1 FROM 33' TO 24' � ;, TO 28' —� r� .I ��_� �� . �� 1.� . �' '�:. . ' � . . �� .:� , . -`•}' �'�,��1�'.• 'ti. • •ir .� .. . . � . . � .' :< ,.. ..� .: . • � . . �� . . . ' �.,� ��...�^._.+�.�y.. ._ .�:. � 9 ��•� :J _._� .� . , AIRPORT BOULEVARD Alrport Lonp•T�rm P�rklnp � FEHR & PEERS TRANS�O�TATION CONSULTANTS SITE PLAN WITH MODIFICATIONS November 2003 1035-633 Figure 2 November 5, 2003 Page 5 • Three of the horizontal or east-west circulation aisles are 24 feet wide. The southernmost east- west aisle (closest to Airport Boulevard) is 33 feet wide. It is recommended that the east-west circulation aisles be shifted to the south so that the southernmost aisle is 24 feet wide and the northernmost aisle would be 33 feet wide. This modification would provide a wider circulation aisle for vehicles entering from the Airport Boulevard driveway and for shuttle circulation. • Although the drop-off and pick-up circulation areas are not marked on the site plan, it is recommended that a shelter be placed in the middle of the southern row of parking on the northernmost aisle. A striped pedestrian walkway should extend from this shelter southwards through the lot. This improvement would eliminate eight parking spaces. These improvements would allow shuttle buses proceed straight from the Airport Boulevard driveway to the Sheraton Hotel exit driveway without circulating through the parking lot. Another alternative would be to provide a turnout for the shuttle bus on the north side of Airport Boulevard. This alternative would eliminate the need for the shuttle bus to travel through the parking lot. • The north-south circulation aisle adjacent to the exit driveway is approximately 19 feet wide. It is recommended that this aisle be widened to 28 feet to accommodate emergency vehicles. Six parking spaces would be eliminated. • The short median island on Airport Boulevard, located immediately west of the project driveway, should be removed to provide additional storage in the two-way left-turn lane for eastbound vehicles to turn left into the site. Conclusions The proposed project is estimated to generate less than 10 total vehicle trips during the AM or PM peak hour based on the results of surveys conducted for Anza Park & Sky. Several improvements were recommended to the site plan to improve vehicular and pedestrian access. These improvements include providing larger curb radii, shifting the circulation aisles southwards, providing a shuttle shelter and striped pedestrian walkway, widening the north-south aisle located adjacent to the exit driveway, and removal of a short median island on Airport Boulevard to provide additional storage capacity. ATTACHMENTS TRIP GENERATION SURVEYS AM 01 BUFtLI�dGAME F&P MM MIETEK (916) 806 - 0250 Southbound Start Time RT TH LT 07:00 0 0 0 07:15 0 0 0 07:30 0 0 0 07:45 0 0 0 Total 0 0 0 08:00 0 0 0 08:15 0 0 0 08:30 0 0 0 08:45 0 0 0 Totai 0 0 0 Grand Total 0 0 0 Apprch % Q.0 0.0 0.0 Total % 0.0 0.0 0.0 Westbound App. Total RT I TH LT 0 0 12 0 0 0 20 1 0 0 17 1 0 0 35 1 0 0 19 0 0 0 27 0 0 0 45 0 0 0 25 0 0 0 116 0 0 I 0 200 3 0.0 98.5 1.5 0.0 0.0 25.3 0.4 App' I RT I TH Total , 12 I 0 0 21� 0 0 18� 0 0 36 � 0 0 87 ; 0 0 19 I 0 0 27 I 0 0 45 � 0 0 25 I 0 0 LT 0 3 3 1 7 2 3 3 1 203 � 0 0 16 0.0 0.0 100.0 25.7 � 0.0 0.0 2.0 File Name : airport�aric.sky-� Site Code : 00000001 Start Date : 10/28/2003 Page :1 � AIRPORT BL. ! � Eastbound ! App. � I App. I Int. Total I RT � TH I LT Total I Total I 01 12 36 0 481 60 3 5 49 0 541 78 3 4 41 0 45: 66 1 � 4 76 0 80 ' 117 7 25 202 0 227 i 321 2 2 75 0 77 98 3 3 89 0 92 122 3 I 4 64 0 68 j 116 1 4 103 0 107 ' 133 9 13 331 0 344; 469 16 j 38 533 0 571 ' 790 � 6.7 93.3 0.0 j 2.0 � 4.8 67.5 0.0 72.3 i AIRPORT BL. PARK & SKY DWY AIRPORT BL. I Southbound Westbound Northbound I Eastbound Start Time I RT TH LT App' RT TH LT App' RT ' TH LT APP' ' RT TH LT App. Int. Total Total I � Total i Total � Total Peak Hour From 07:00 to 08:45 - 1'eaK 1 oi 1 Intersection 08:00 I � Volume 0 0 0 0 0 116 0 116 ! 0 0 9 9 I 13 331 0 344 I 469 Percent 0.0 0.0 0.0 0.0 100.0 0.0 i 0.0 0.0 100.0 ;' 3.8 96.2 0.0 High Int. 6:45:00 AM 08:30 � 08:15 08:45 08:45 Volume 0 0 0 0 0 45 0 45 ! 0 0 3 3 I 4 103 0 107 i 133 Peak Factor 0.644 j 0.750 j 0.804 ! 0.882 PM 01 F3UF:LI�JGAME F&P MM MIETEK (916) 806 - 0250 r File Name : airport�ark.sky- Site Code : 00000001 Start Date : 10/28/2003 Page :1 Southbound Westbound Northbound Start Time RT TH LT Total RT TH LT I Total RT TH LT 16:00 0 0 0 0 0 53 0 53 0 0 1 16:15 0 0 0 0 0 57 0 57I 0 0 4 16:30 0 0 0 0 0 57 0 57 2 0 2 16:45 0 0 0 01 0 81 1 82 2 p 1 Total 0 0 0 0 0 248 1 249 4 0 8 17:00 0 0 0 0 0 106 0 106 � 0 0 3 17:15 0 D 0 0 0 68 0 68 0 0 3 17:30 0 0 0 0 0 79 0 79 1 0 4 17:45 0 0 0 0 0 63 0 63 � 0 0 4 Total 0 0 0 0 0 316 0 316 1 0 14 Grand Total 0 0 0 0 I 0 564 1 565 I 5 0 22 Apprch % 0.0 0.0 0.0 0.0 99.8 0.2 18.5 0.0 81.5 Total % 0.0 0.0 0.0 0.0 0.0 49.4 0.1 49.5 j 0.4 0.0 1.9 Southbound Start Time RT TH LT I Peak Hour From 16:00 to 17:45 - Peak 1 of 1 Intersection 16:45 Volume 0 0 0 Percent 0.0 0.0 0.0 High Int. 3:45:00 PM Volume 0 0 0 Peak Factor "o� I RT I TH �T ! Total I Total ; 1 4 53 0 57 i 111 4 2 69 0 71I 132 4 2 76 0 78 139 3 1 63 0 64 149 12 9 261 0 270i 531 3! 2 67 0 69 � 178 31 2 54 0 561 127 5 � 2 84 0 86 170 41 2 66 0 68 135 15 � 8 271 0 279 � 610 27 � 17 532 0 549 I 1141 � 3.1 96.9 0.0 2.4 I 1.5 46.6 0.0 48.1 ! � wesibound � � ' Northbound•• � i ^Eastbound� �' RT TH I LT App' RT TH LT App' I RT TH LT I App� i Int, al Total Total . Total � Total � � 0 0 334 1 335 3 0 11 14 I 7 268 0 275 ! 624 0.0 99.7 0.3 21.4 0.0 78.6 2.5 97.5 0.0 17:00 17:30 17:30 17:00 OI 0 106 1 106 2 0 4 5I 2 84 0 86 178 � 0.790 0.700 I 0.799 0.876