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Creighton Manning traffic study responses to Chazen Engineering comments ENGINEERS P'%� Crei hton PLANNERS 1 • SURVEYORS ok Monning July 21, 2017 Mr. Craig Brown Zoning Administrator and Code Compliance Officer Town of Queensbury 742 Bay Road Queensbury, New York 12804 RE: Response to Comments,Hotel,Aviation Road,Town of Queensbury.Warren County, New York; CM Project No.117-046 Dear Mr. Brown: Creighton Manning Engineering, LLP(CM) has reviewed the traffic related comments included in the July 13, 2017 review letter provided by The Chazen Companies. Below is a summary of the comments and our responses. Comment#39: Observations of traffic conditions were undertaken during the afternoon peek period on Tuesday, June 27th. Westbound traffic was mostly operating under stop-and-go conditions with vehicles waiting several cycle lengths to get through the signalized intersections. Westbound queues extended from the interstate ramps, through the western Aviation Mall intersection and to the eastern Aviation Moll intersection. This made it difficult for turning movements in and out of driveways on both sides of the road with vehicle conflicts attempting to use the median for turns. Vehicles exiting the Aviation Mall western intersection waited, at times, several cycles to exit the Mall. Response: it is noted that NYSDOT recently modified the westbound approach to the Aviation Road/1-87 Exit 19 Southbound On/Off Ramp intersection in order to conform with federal highway rules.The westbound approach of the intersection originally provided an exclusive left turn lane,a shared left turn/through lane, and a separate through lane.The westbound approach has been changed to an exclusive left turn lane and two through lanes. Based on a review of local media reports, it was believed that this has caused the westbound Aviation Road approach of this intersection to queue back through adjacent intersections during weekday peak commuter periods. A review of field conditions indicates that the westbound queue that extends across the site frontage on Aviation Road may not be a result of the recent geometric change implemented by NYSDOT at the 1-87 Exit 19 Southbound On/Off Ramp intersection. Field observations indicate that the green phase associated with the westbound through movement at the 1-87 Exit 19 Northbound On/Off Ramp intersection appears short when there is a call for the lagging, protected eastbound left turn phase.Creighton Manning is coordinating with NYSDOT to determine if the existing signal can be modified to alleviate this condition. Field observations during the Saturday peak hour note that vehicles on Aviation Road queued back from the signalized 1-87 Exit 19 Northbound On/Off Ramp intersection up to 2 Winners Circle the Aviation Mall/Green Way North intersection two times during the Saturday peak traffic Albany, NY 12205 count; however, the westbound Aviation Road queue dissipated quickly and did not 518.446.0396(p) 518.446.0397 (f) www.cmeilP=M Mr.Craig Brown July 21,2017 Poge 2 of 9 consistently impact operations of this intersection. In addition, field observations during the traffic count conducted during the afternoon peak commuter time period indicates that the westbound Aviation Road queue consistently extended up to and slightly through the Aviation Mall Road/Green Way North intersection; however, motorists on Aviation Road provided enough courtesy gaps to allow patrons of Aviation Mall to exit during their green phase. Comment #39-o: The procedures used for the capacity analyses treat the unsignalized intersections as isolated intersections. There are four driveways and an intersection within about 200 feet of each other that the interaction of all of them should be evaluated. The Synchro/Sim Traffic software may be a better choice to study the interaction with the models calibrated to existing conditions. Electronic files of the models should be submitted for review. Response: The intersection level of service calculations have been updated to reflect outputs associated with the SimTraffic simulation which accounts for interactions between adjacent intersections. It is noted that SimTraffic does not allow vehicles at unsignalized intersections to use the two-way left-turn lane (TWLTL) on Aviation Road. In addition, SimTraffic does not account for courtesy gaps provided by motorists; therefore, some of the average left turn delays reported at the unsignalized intersections are greater than those observed in the field and cannot be calibrated.Table 1 provides a summary of the alternative level of service analysis. The electronic files will be provided for review. The detailed level of service reports are included under Attachment A.The simulations assume that NYSDOT will modify existing timings on the Northbound Ramp in order to alleviate impacts associated with the westbound queue on Aviation Road. Mr.Croig Brown July 21,2017 Poge 3 of 9 Table 1-SimTraffic Output Level of Service Summary(Saturday) Saw dayveak. ur Intersection central ZM7 2U18. 2018 Existing No-Bt ild Bund Aviation Road/Ambrosia Diner Driveway U Aviation Road WB L A(8,9) A(9.6) B(10.8) Site Driveway NB R A(0.7) A(0.8) A(0.9) Aviation Road/Speedway Driveway/Sunoco West Driveway U Aviation Road EB L A(2.9) A(1.7) A(13.6) Aviation Road WB L A(S.0) 8(14.1) A(0.0) Speedway Driveway NB LTR D(29.4) 0(35,D) B(14.9) Sunoco West driveway SB LTR A(8.3) J B(10.3) B(12.5] Aviation Road/Carlton Drive/Sunoco East Driveway U Aviation Road EB L A(8.3) A(8.0) A(6.6) Aviation Road W8 L A(3.4) A(3.1) A(3.0) Sunoco East Driveway NB LTR D(30.0) C(23.8) C(22.6) Carlton Drive SB LTR D(31.8) D(29.3) D(34.0) Aviation Road/Aviation Mall Road/Green Way North 5 Aviation Road EB L D(41.4) D(38.5) D(43.1) T B(11.9) 3(12.2) B(12.8) T B(13.0) 8(13.5) 8(14.8) R Free Free Free Aviation Road WB L C(33.4) C(32.6) C(32.5) T A(9.4) A(9.4) A(9.9) TR A(8.2) A(7.7) A(8.1) Aviation Mall Road N8 L D(35.3) C(34.0) C(34.2] TR 8(13.7) B(14.0) B(12.3) Green Way North SS LTR 8(17.9) B(17,6) C(21.6) Overall B(12.3) B(12.4) B(13.2) U,S=Unsignalized and Signalized intersections EB,WB,NB,513=Eastbound,Westbound,Northbound,and Southbound intersection approaches L,T,R=Left turn,Through,and/or Right turn movements X(Y.Y)=Level of service(Average decay in seconds per vehicle),Free=Free turning movement The level of service summary indicates that adequate operations will be provided at the study area intersections. This is consistent with the original assessment provided in the July 6, 2417 letter. It is noted that the some of the level of service values presented in Table 1 fluctuate from one condition to the next.The results are based on an average of five simulation runs which can introduce variations in delay. A review of the model indicates that the signalized intersections provide gaps in traffic that allow vehicles to enter and exit Aviation Road to/from the unsignalized driveways and intersections. No mitigation is recommended. Comment#39-b: Only the Saturday midday peak hour was analyzed. The Weekday AM and PM peak hours should also be analyzed. The adjacent diner and convenience stores typically generate more trips during these periods than the Saturday peak hour, thereby, introducing more turning conflicts within the limited distance noted above.In addition, data obtained from NYSDOT's Traffic Data Viewer indicate that the weekday PM peak hour volumes in the westbound direction are higher than Saturday midday peak. Response: A summary of the 2010 traffic volumes reported by NYSDOT on Aviation Road is provided in Table 2.The automatic traffic recorder was installed approximately 480 feet east of the 1-87 Exit 19 Northbound On/Off Ramp intersection which is approximately between the two Sunoco driveways. Mr.Craig Brown July 21,2017 Page 4 of 9 Table 2--Segment Traffic Count Data (NYSDOT 2010 Counts) Aviation Road Direction (between Sunoco driveways) Eastbound Westbound Total AM Peak Hour(8-9 a.m.) 1,057 641 1,658 PM Peak Hour(5-6 p.m.) 1,047 1,028 2,075 Saturday Peak Hour(12-1 p.m.) 1,336 1,094/9361 2,430/2,2721 XXX/YYY'=Counts were conducted by NYSDOT on August 2, 2010 and August 9, 2010 in the westbound direction.The eastbound direction was only counted on August 2,2610. A review of the NYSDOT data and the trip generation estimate fort he site(Table 5)indicate that the Saturday peak hour represents worst-case operating conditions. It is noted that the PM peak hour volumes recorded in the westbound direction were only higher than one of the counts conducted on a Saturday;however,the total traffic observed on Aviation Road was highest during the Saturday peak hour. A review of this traffic count data suggests that the AM peak hour is at least 25 percent less than the PM and Saturday peak hours;therefore,the supplemental traffic assessment focused on the PM peak hourto provide a worst-case analysis.The study area intersections were re-counted during the PM peals hour on 'Tuesday, July 1$, 2017 from 4:45 to 5:45 p.m. The turning movement counts are included under Attachment S. A comparison of traffic on Aviation Road between the two Sunoco driveways is presented in Table 3 while a comparison of traffic entering and exiting the adjacent land uses and side streets is presented in Table 4. Table 3—Turning Movement Count Summary(Creighton Manning 2017 Counts) Aviation Road Direction (between Sunoco driveways) Eastbound Westbound Total PM Peak Hour(4:45-5:45 p.m.) 1,299 1,310 2,509 Saturday Peak Hour(12-1 p.m.) 1,201 1,022 2,223 Table 4—Land Use and Side Street Volume Summary(Creighton Manning 2017 Counts) Entering/Exiting Vehicles Land Uses and side Streets PM Peak Hour Saturday Peak Hour (4:45-5:45 p.m.) (12-1 p.m.) Ambrosia Diner 30 76 Sunoco Gas Station 44 60 Speedway Gas Station(Aviation Road Driveway Only) 68 47 Carton Drive 121 131 Green Way North 58 65 Aviation Mall(West Driveway) 472 675 A review of the 2017 mainline traffic count data indicates that more traffic was observed on Aviation Road during the PM peak hour when compared to the Saturday peak hour; however,it is noted that more traffic was observed entering and exiting all of the adjacent land uses and side streets during the Saturday peak hour when compared to the PM peak hour with the exception of the Speedway driveway. A detailed traffic assessment of PM peak hour conditions is presented below. The methodologies used to analyze the study area intersections are consistent with the original Traffic Assessment letter dated July 6, 2017. Mr.Craig Brawn Jury 21,2017 Page 5 of 9 Trip Generation Table 5 summarizes the hotel trip generation estimate for the AM,PM,and Saturday peak hours(consistent with the original analysis). Table 5—Trip Generation Summary Land Use AM Peak Hour PM Peak Hour Saturday Peak hour Enter Exit To Enter Exit Total Fater Exit Total Hotel-92 Units 29 20 49 28 27 55 38 1 30 1 68 As noted in the original analysis,the proposed hotel development will generate more trips during the Saturday peak hour when compared to the AM and PM peak hours of adjacent street traffic; however, the PM peak hour was added to this evaluation since it has been determined that existing mainline traffic conditions are higher during peak afternoon commuter time periods. Existing and Future Traffic Volumes As noted above, turning movement traffic counts were conducted during the PM peak hour on Tuesday, July 18, 2017 at the study area intersections included in the Traffic Assessment letter dated July 6, 2017. In response to Comment #39-c, the 1-87 Exit 19 Northbound On/Off Ramp intersection was added to the analysis. The existing PM peak hour traffic volumes are shown on Figure 1-1. The relative impact of the proposed project can be determined by comparing levels of service during No-Build and Build conditions; therefore, 2018 traffic projections were developed based on the methodology included in the original July 6, 2017 letter.The No- Build traffic volumes are shown on Figure 1-2 and represent traffic volumes without construction of the proposed project.Traffic generated by the proposed project during the PM peak hour was distributed to the adjacent roadways consistent with the original analysis(Figure 2-1).The site generated traffic volumes are shown on Figure 2-2 while the resulting Build traffic volumes for the weekday PM peak hour are shown on Figure 3. Traffic Operations Intersection evaluations were made using Synchro Software which automates the procedures contained in the Highway Capacity ManuaL Table 6 summarizes the SimTraffic simulation results for the proposed project while Table 7 summarizes queuing in the TWLTL on Aviation Road at the unsignalized study area intersections as requested in Comment#39-d.The detailed level of service analyses are included under Attachment C. The simulations assume that NYSDOT will modify existing timings in order to reduce the westbound queue on Aviation Road. Mr.Craig Brown Jury 22,2017 Page 6 of 9 Table 6-SimTrafFic Output Level of Service Summary(PM Peak Baur) PM Peak Hour Intersection Control 2017 2018 2018 Existing No-Build Build Aviation Road/1-87 Exit 19 Northbound On/Off Ramp 5 Aviation Road EB L C(21.2) C{20.2) B(19.5) T C(29.8) C(31.2) C(31.6) T C(27.1) C(28.8) C(29.0) Aviation Road W8 T C(33.4) D(36.4) D(35.2) T C(27.1) C(33.0) C(32.4) R A(3.8) A(4.2) A(3.9) 3-87 Exit 19 NB On/Off Ramp NB L D(53.3) D(53.7) E(59.2) R C(20.5) C(21.0) C(21.2) Overall C(26.1) C(28.0) C(28.1) Aviation Road/Ambrosia Diner Driveway U Aviation Road WB L B(13.5) A(5.7) B(14.1) Site Driveway NB R A(0.5) A(0.5) A(1.2) Aviation Road/Speedway Driveway/Sunoco West Driveway U Aviation Road EB L F(50.9) F(65.0) D(34.0) Aviation Road WB L A(8.9) B(12.5) A(0.0) Speedway Driveway NS LTR D(32.3) D(27.6) C(19.9) Sunoco West Driveway SS LTR D(30.5) F(54.4) E(38.8) Aviation Road/Carlton Drive/Sunoco East Driveway U Aviation Road EB L C(18,7) D(28.9) C(21.9) Aviation Road WB L A(5.0) A(8.4) A(6.5) Sunoco East Driveway NS LTR E(37.8) D(29.2) D(34.9) Carlton Drive SB LTR C(22.5) C(24.8) C(2&4) Aviation Road/Aviation Mall Road/Green Way North 5 Aviation Road EB L D(37.1) D(38.1) D(38.5) T A(9.5) A(8.9) A(8.0) T A(9.7) A(9.2) A(8.8) R Free Free Free Aviation Road WB L D(36.3) D(38.1) D(36.3) T A(8.6) A(8.8) A(8.9) TR A(7.6) A(7.3) A(7.9) Aviation Mall Road NB L C(33.S) C(32.5) C(33,0) TR B(11.6) 3(12.9) 6(13.5) Green Way North SB LTR B(15.7) B(18.4) B(17.1) Overall B(11.0) B(10.6) B(10.7) U,5=Unsignalized and 5ignalized intersections EB,WB,NB,513=Eastbound,Westbound,Northbound,and Southbound intersection approaches L,T,R=Left turn,Through,and/or Right turn movements X(Y.Y)=Level of service(Average delay in seconds per vehicle),Free=Free turning movement Mr.Craig Brown luly2l,2017 Page 7 of 9 Table 7—Queue Summary(feet) Approximate PM Peak Hour Available 2017 Existing2018 No-Build 2018 Build Intersection Storage in nn TWLTL $Vm 95th 50'h 95th 50th gr Aviation Road/ Ambrosia Diner Driveway WB L 35 3 17 2 13 13 41 Aviation Road/Speedway Driveway/ Sunoco West Driveway EB L 50 4 20 5 22 4 19 WB L 35 2 14 2 14 4 4 Aviation Road/Carlton Drive/ Sunoco East driveway EB L 50 10 28 12 34 13 35 • Aviation Roadl1-87 Exit 19 Northbound On/Off Ramp—The level of service summary from the SimTraffic simulation indicates that during the PM peak hour, this intersection will operate at an overall LOS C through Build conditions with an increase in average vehicle delay less than one second. No site specific mitigation is recommended at this intersection after development of the project. • Aviation Road/Ambrosia Diner Driveway (Site Driveway) —The level of service summary indicates that the westbound Aviation Road left turn movement will operate adequately and that the average queue in the TWLTL will be one vehicle during the PM peak hour after development of the site. The northbound Site Driveway right turn movement will also operate at good levels of service during Build conditions. No additional mitigation is recommended based on the PM peak hour assessment. • Aviation Road/Speedway Driveway/Sunoco West Driveway and Aviation Road/Sunoco East Driveway/Carlton Drive—The level of service summary from the SimTraffic simulation indicates that adequate operations will be provided during the PM peak hour after development of the site at these unsignaIixed intersections. It is noted that the simulation does not take into account courtesy gaps provided by motorists on Aviation Road or the use of the TWLTL to make a two stage left turn from the minor approaches.The average queue in the TWLTL will be one vehicle during the PM peak hour. Field observations indicate that adequate spacing will be provided within the TWLTL to accommodate future operations. No site specific mitigation is recommended at these intersections after development of the project. • Aviation Road/Aviation Mall Road/Green Way North--The level of service summary from the SimTraffic simulation indicates that during the PM peak hour, this intersection will operate at an overall LOS B through Build conditions. No site specific mitigation is recommended at this intersection after development of the project. Comment#39-c: Since the observed congestion along the site frontage is related to, in part, the delays at the 1-87 ramps, those intersections should be included in the analysis as well. Response: An analysis of the I-87 Exit 19 Northbound On/Off Ramp intersection during Mr.Craig Brown Jury 21,2017 Page 8 of 9 the PM peak hour is included under response to Comment#39-b as requested. Response to Comment#39 indicates that the westbound queue that extends across the site frontage on Aviation Road may not be a result of the recent geometric change implemented by NYSDOT at the 1-87 Exit 19 Southbound On/Off Ramp intersection; therefore, this ramp was only included in the Synchro model to reflect the interaction between the two interchange intersections but not included in the detailed evaluation. Traffic volumes at the Southbound Ramp intersection were provided by the Aviation Rood Corridor Study. Comment#39-d: The gap analysis presumes unrestricted use of the median for multiple left- turns into the site. The closely-spaced driveways and number of vehicles turning left often prevented more than one vehicle to queue in the median for any one particular driveway. This should be accounted for in the analysis.Also, the gap data in the appendix does not match the data in the report tables. The differences should be clarified. Response: The queue analysis presented in Table 7 indicates that the average queue for vehicles making left turns into the Speedway driveway, the Sunoco West Driveway, and the shared Ambrosia Diner/Hotel Driveway is one vehicle during the PM peak hour. It is noted that the maximum number of left turns at these driveways is 14 vehicles during the PM and Saturday peak hours which is equivalent to one left turn every four minutes. The probability of vehicles competing for the same area of the TWLTL is very low. In addition, the maximum number of left turns at the Carlton Drive and Sunoco East Driveway is 24 vehicles during the PM and Saturday peak hours which is equivalent to one left turn every 2% to three minutes. Field observations during the PM peak hour indicate that courtesy gaps were provided by motorists stopped in the westbound queue that extends back from the Northbound Ramp intersection and that average delay for vehicles waiting to turn left into the Speedway driveway was approximately 30 to 35 seconds. The average delay for vehicles waiting to turn left into the Ambrosia driveway was less than five seconds. It is not anticipated that vehicles turning left into the various land uses along Aviation Road will impact through traffic in the eastbound and westbound lanes. Adequate storage is provided between each driveway to accommodate at feast one vehicle in queue. In addition, it is noted that ongoing coordination with NYSDOT to potentially mitigate the westbound queue will minimize mainline left turn interactions. The gap data provided under Attachment E of the original letter is the raw count collected during the Saturday peak hour.The observed gaps are reported in seconds; however,the gap thresholds to make a left turn into a driveway or a right turn out of a driveway presented in the Highway Capacity Manual are associated with fractions of seconds and do not coincide with the standard gaps counted in the field.The field data was interpolated to coincide with the gap thresholds as shown on the Gap Analysis presented under Attachment D. Mr.Craig Brown July 21,2017 Page 9 of 9 Please call our office if you have any questions or comments regarding the above analysis. Respectfully submitted, Creighton Manning Engineering, LLP -,A Mark Nadolny />�7 Mark A. Sargent, P.E. Project Manager Senior Traffic Engineer C:\ Sunny Sweet—Town Planning Office Administrator Laura Moore—Town Land Use Planner Sean Doty, P.E.—Chazen Tom Johnson, P.E., PTOE—Chazen Bhavik Jariwala -Aviation Hospitality, LLC Charles Dumas—Lemery Greisler LLC Josh O'Connor, P.E.—Bohler Engineering Mark Pyskadlo, P.E.— NYSDOT(via Shawn Raymond) N:\Projects\2017\117-046-Aviation Hospitality Hotel\documents\117046_response to 20170713 comments_20170721.docx 0 2017 EXISTING ma r 0� rx �¢ xaf oo z �o Lu Z W O w Z 00 a � Of -m (n Q CD Z U t__9 L73 t__6 AVIATION X338 X1351 TOO X1298 O n X1286 N X1157 RD X1013 �3 ] 1 L,�3* ] 1 L, �-4 1 X43 254 60--t*1 F' 1311-+ F" 5--t*1 F' 24--t* 22--t*1 t F' 680—+ O � O NOM Ln000 c' 'm ti 10-4, 1296 1275 1020-+ ti 18� 0� 153 CL CD O U� Um 02 Lu LL 0 mw OU O~ Q� Z Z LLJ Z(n 00z Qo U) (nw Q2 2018 NO-BUILD �a r Of rx �Of x� oo p zLu0 tiZ Lu J Lu o aDO Of m (n Q Z U 0 t__9 L74 t__6 AVIATION +-341 4-1371 ,`s o Io —1317 °2 o ,n F1305 N N � F1176 RD X1030 �3 i 4�3* l �4l X43 61--t*1 F 1331-+ F 5--t*1 F 5 224--t*1 * F 22--t*1r r 254 694 10 O 1316 N1295OM Ln OO hN00 ao v � 1037 co 18� 0--,1 155 a s �< iT Q 0�' ZD o LLO U� U0 0a' s WO ppW Z(n ZU Q� Z LL ° �Z Q� U) W (nQ� 0 .a m 0 c 0 0 `o TRAFFIC VOLUMES � Creighton a PM PEAK HOUR Manning AVIATION HOSPITALITY HOTEL ° TOWN OF QUEENSBURY, NEW YORK z PROJECT: 117-046 DATE: 07/2017 1 FIGURE: 1 0 TRIP DISTRIBUTION ma r 0� rx �¢ Lu oo 0 �o Z W O ui Lu 00 a Of -m C/) Q CD Z U L AVIATION t--(25%) x(70%) X30%(70%) X30%(70%) —30% RD —(45%) X30% i 4 1 L► 1 254 30%— 0 70%� — o (30%)-+ (30%)-+ (30%) o CL LL O Um Um O2 Lu 0 mw Ocn O~ Q� Z Z LU Z U 00z Qo U) uxiw Q2 ENTERING (EXITING) Q TRIP ASSIGNMENT �a r (If rx �Of x� oo p z0 LIZ W J Lu WZ O Of a ao m U Q C7 Z U 0 o AVIATION �(8) 4-(23) 4-9(23) -4---9(23) F9 RD �'1 f -+ f' �'1 1 f *1 1 f ��1 1 F' 254 9-+ v 22� o a iT Q 0o' Z0 o LL O U� U0 0a' s WO mLL Z(n ZU Q-j Z LL ° �Z QU) CnW Q� 0 .a m 0 c 0 0 ENTERING (EXITING) 0 TRAFFIC VOLUMES � Creighton a PM PEAK HOUR Manning AVIATION HOSPITALITY HOTEL ° TOWN OF QUEENSBURY, NEW YORK z PROJECT: 117-046 DATE: 07/2017 1 FIGURE: 2 2018 BUILD �Q �� x� oo z o tiz w wz �� a s m cn Q c' z C) L9 L74 L6 AVIATION X349 X1394 o o X1353 °2 O Ln -+--1340 N --1185 RD F1045 X15 .1 l �1 1 �3 1 X43 61--t*1 F 1331—* F 5--t*1 1 F 24--t*1 1 F 22--t* r r► 254 703 oo S 32� N 1330-* - 0 - 1307 O � 1047 o N o co a z ono 0 0� o wa mw oF- z� LD QE 00z Qo U� U)Lu Q� O O O O 9 N N O 6 C O 9 O O O ° 6L N O O .n U1 O C O O O a TRAFFIC VOLUMES �� Creighton PM PEAK HOUR ' Manning AVIATION HOSPITALITY HOTEL ° TOWN OF QUEENSBURY, NEW YORK -:J z PROJECT: 117-046 DATE: 07/2017 1 FIGURE: 3 Attachment A Sayturday Peak Hour SimTraffic Level of Service Reports SimTraffic Performance Report Saturday Peak 2017 Existing 117-046 Aviation Hospitality Hotel 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Performance by lane Lane EB PE 'J`JB wB. WB Ni3 All Movements Served T TR L T T R Denied Del/Veh (s) 0.0 Total Del/Veh(s) 1.4 1.2 8.9 1.4 0.5 0.7 1.2 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Performance by lane Lane Es EB EB }BVI VJ3 INN NB SB All Movements Served L T TR L T TR LTR LTR Denied DelNeh(s) 0.0 Total Del/Veh(s) 2.9 0.3 0.7 5.0 0.8 0.5 29.4 8.3 0.9 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Performance by lane Lane EB EB EE WB 'NB NB S6 All Movements Served L T TR LT TR LTR LTR Denied Del/Veh (s) 0.1 Total Del/Veh(s) 8.3 0.3 0.3 3.4 2.3 30.0 31.8 2.9 4: Aviation Mall/Greenway N & Aviation Rd (NY 254) Performance by lane Lane EB EB EB EB \NB V%,Ell G'JB N,B 1'.2 SB x111 Movements Served L T T R L T TR L TR LTR Denied Del/Veh(s) 0.4 Total Del/Veh(s) 41.4 11.9 13.0 1.6 33.4 9.4 8.2 35.3 13.7 17.9 12.3 5: 1-87 Exit 19 NB On/Off Ramp & Aviation Rd (NY 254) Performance by lane Lane EB EB E8 IAIB INS VvB NB NB All Movements Served L T T T T R L R Denied DelNeh(s) 1.0 Total Del/Veh(s) 22.6 26.3 23.8 15.8 14.9 2.1 57.1 20.7 20.8 6: 1-87 Exit 19 SB ON/OFF Ramp &Aviation Rd (NY 254) Performance by lane La.rie EB BEs VJB 'ddb V?13 NB �lB All Movements Served T TR L T T L R Denied DelNeh (s) 0.1 Total Del/Veh(s) 32.4 29.4 11.8 5.7 8.4 47.5 12.1 18.4 Total Network Performance Denied DelNeh (s) 1.1 Total DelNeh(s) 38.5 N:\Projects\2017\117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\EXsat-alt.syn SimTraffic Report DJK Page 2 Queuing and Blocking Report Saturday Peak 2017 Existing 117-046 Aviation Hospitality Hotel Intersection: 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) iAover er<I VJB LVE, VVB INS Directions Served L T T R Maximum Queue(ft) 41 109 35 45 Average Queue(ft) 13 16 2 3 95th Queue(ft) 38 78 25 19 Link Distance(ft) 61 61 96 Upstream Blk Time(%) 0 3 0 Queuing Penalty(veh) 0 13 1 Storage Bay Dist(ft) 25 Storage Blk Time(%) 4 3 Queuing Penalty(veh) 19 0 Intersection: 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Movement EB Ela V IB WB VVB idB S8 Directions Served L T L T TR LTR LTR Maximum Queue(ft) 10 4 26 47 6 38 61 Average Queue(ft) 1 0 2 3 0 9 24 95th Queue(ft) 6 2 13 26 4 32 50 Link Distance(ft) 61 64 64 74 75 Upstream Blk Time(%) 0 0 Queuing Penalty(veh) 1 0 Storage Bay Dist(ft) 25 25 Storage Blk Time(%) 0 0 0 1 Queuing Penalty(veh) 0 0 2 0 Intersection: 3: Sunoco East Dwy/Carlton Dr &Aviation Rd (NY 254) Movement EB EB w8 WB NB SB Directions Served L TR LT TR LTR LTR Maximum Queue(ft) 27 4 236 159 70 109 Average Queue(ft) 8 0 27 11 26 42 95th Queue(ft) 26 3 139 106 60 84 Link Distance(ft) 64 510 510 59 119 Upstream Blk Time(%) 0 4 1 Queuing Penalty(veh) 0 0 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 4 Queuing Penalty(veh) 23 N:\Projects\2017\117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\EXsat-alt.syn SimTraffic Report DJK Page 3 SimTraffic Performance Report Saturday Peak 2018 No-Build 117-046 Aviation Hospitality Hotel 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Performance by lane Lane EB EB UVB VVB VVB NB All Movements Served T TR L T T R Denied Del/Veh(s) 0.0 Total Del/Veh(s) 1.4 1.3 9.6 1.4 0.5 0.8 1.2 2: Sunoco West Dw /Speedway Dwy & Aviation Rd (NY 254) Performance by lane Lane ES EB )ININa :1+zj' NB II Movements Served L T TR L T TR LTR LTR Denied Del/Veh(s) 0.0 Total Del/Veh(s) 1.7 0.3 0.9 14.1 0.8 0.5 35.0 10.3 1.0 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Performance by lane Lane EB ES EB IhB VVB NB SB All Movements Served L T TR LT TR LTR LTR Denied DelNeh(s) 0.0 Total Del/Veh (s) 8.0 0.3 0.3 3.1 2.3 23.8 29.3 2.6 4: Aviation Mall/Greenway N & Aviation Rd (NY 254) Performance by lane Lan(.,, EB EB EB EB VVB WB VVB NB NB SB All Movements Served L T T R L T TR L TR LTR Denied Del/Veh(s) 0.4 Total Del/Veh(s) 38.5 12.2 13.5 1.6 32.6 9.4 7.7 34.0 14.0 17.6 12.4 5: 1-87 Exit 19 NB On/Off Ramp & Aviation Rd (NY 254) Performance by lane EB ES EE V:L i'J� VIV6 NB NB All Movements Served L T T T T R L R Denied Del/Veh(s) 0.9 Total Del/Veh(s) 18.6 26.7 24.2 18.0 17.3 2.4 53.3 19.7 21.0 6: 1-87 Exit 19 SB ON/OFF Ramp &Aviation Rd (NY 254) Performance by lane La+e EE EB WB ':N6 B N.B Pf? rill Movements Served T TR L T T L R Denied Del/Veh(s) 0.0 Total DelNeh(s) 31.9 29.5 11.6 5.5 8.4 48.3 13.7 18.5 Total Network Performance Denied DelNeh(s) 1.1 Total DelNeh(s) 38.5 N:\Projects\20171117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\NBsat-alt.syn SimTraffic Report DJK Page 2 Queuing and Blocking Report Saturday Peak 2018 NO-Build 117-046 Aviation Hospitality Hotel Intersection: 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Movement WB WS WB NB Directions Served L T T R Maximum Queue(ft) 36 121 25 41 Average Queue(ft) 9 15 1 4 95th Queue(ft) 31 79 14 23 Link Distance(ft) 61 61 96 Upstream Blk Time(%) 2 0 Queuing Penalty(veh) 11 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 3 3 Queuing Penalty(veh) 15 0 Intersection: 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Movement 8 UVB W6 N13 SB Directions Served L L T LTR LTR Maximum Queue(ft) 10 20 46 34 65 Average Queue(ft) 1 1 3 10 23 95th Queue(ft) 6 9 29 33 54 Link Distance(ft) 64 74 75 Upstream Blk Time(%) 0 1 Queuing Penalty(veh) 1 0 Storage Bay Dist(ft) 25 25 Storage Blk Time(%) 0 0 1 Queuing Penalty(veh) 0 2 0 Intersection: 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Movement BB Fg WB WB NB SB Directions Served L TR LT TR LTR LTR Maximum Queue(ft) 29 5 183 87 72 90 Average Queue(ft) 8 0 21 5 24 44 95th Queue(ft) 26 4 105 48 57 86 Link Distance(ft) 64 510 510 59 119 Upstream Blk Time(%) 1 1 Queuing Penalty(veh) 0 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 4 Queuing Penalty(veh) 25 N:\Projects\2017\117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\NBsat-alt.syn SimTraffic Report DJK Page 3 SimTraffic Performance Report Saturday Peak 2018 Build 117-046 Aviation Hospitality Hotel 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Performance by lane l«nr -2 EP U'.'B Al 'v2p- '.'L AI[ Movements Served T TR L T T R Denied DelNeh(s) 0.0 Total DelNeh (s) 1.4 1.5 10.8 1.8 0.5 0.9 1.5 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Performance by lane P I- EE EE ES VII,11 '��J NBe All Movements Served L T TR T TR LTR LTR Denied Del/Veh(s) 0.0 Total DelNeh (s) 13.6 0.3 1.2 0.9 0.5 14.9 12.5 1.0 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Performance by lane Lane ES EB ES WB WB NB Sia Ail Movements Served L T TR LT TR LTR LTR Denied Del/Veh(s) 0.1 Total Del/Veh (s) 6.6 0.3 0.3 3.0 2.1 22.6 34.0 2.6 4: Aviation Mall/Greenway N & Aviation Rd (NY 254) Performance by lane i_an:e ES LB EB EiJ :dS VIB Vr B :?:2 Ids �E Ad Movements Served L T T R L T TR L TR LTR Denied Del/Veh(s) 0.4 Total Del/Veh(s) 43.1 12.8 14.8 1.6 32.5 9.9 8.1 34.2 12.3 21.6 13.2 5: 1-87 Exit 19 NB On/Off Ramp &Aviation Rd (NY 254) Performance by lane Lenla EE EB EE '; 3 E LVB UB Ng All Movements Served L T T T T R L R Denied DelNeh(s) 1.0 Total Del/Veh (s) 18.9 26.7 24.6 17.6 16.4 2.3 53.9 19.2 21.0 6: 1-87 Exit 19 SB ON/OFF Ramp & Aviation Rd (NY 254) Performance by lane Lafi3 EE E13 11,11B ;��b V,+l; P1E �:B fill Movements Served T TR L T T L R Denied DelNeh(s) 0.1 Total DelNeh(s) 32.7 30.9 11.9 6.0 7.4 52.9 13.4 19.2 Total Network Performance Denied Del/Veh(s) 1.2 Total Del/Veh(s) 39.6 N:\Projects\2017\117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\BUsat-alt.syn SimTraffic Report DJK Page 2 Queuing and Blocking Report Saturday Peak 2018 Build 117-046 Aviation Hospitality Hotel Intersection: 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Movement EB EE V.1b V", r.+ i:B Directions Served T TR L T T R Maximum Queue(ft) 4 6 45 141 40 46 Average Queue(ft) 0 0 17 27 2 7 95th Queue(ft) 3 4 45 104 18 33 Link Distance(ft) 217 217 61 61 96 Upstream Blk Time(%) 0 4 0 Queuing Penalty(veh) 0 19 1 Storage Bay Dist(ft) 25 Storage Blk Time(%) 7 4 Queuing Penalty(veh) 40 1 Intersection: 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) movemefit EB EB EB WB NB SB Directions Served L T TR T LTR LTR Maximum Queue(ft) 7 16 5 60 29 73 Average Queue(ft) 0 1 0 5 5 25 95th Queue(ft) 6 8 3 31 23 57 Link Distance(ft) 61 61 64 74 75 Upstream Blk Time(%) 0 0 1 Queuing Penalty(veh) 0 1 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 0 0 1 Queuing Penalty(veh) 2 0 0 Intersection: 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Movement EP E2 :,'i5 iB B og' Directions Served L T LT TR LTR LTR Maximum Queue(ft) 30 9 170 61 65 94 Average Queue(ft) 9 0 19 3 20 42 95th Queue(ft) 27 6 87 30 49 82 Link Distance(ft) 64 510 510 59 119 Upstream Blk Time(%) 1 2 Queuing Penalty(veh) 0 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 4 Queuing Penalty(veh) 23 N:\Projects\2017\117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\BUsat-alt.syn SimTraffic Report DJK Page 3 Attachment 6 Turning Movement Counts Creighton Manning Project No.: 117-046 File Name : TM117046PM1 Counted By: CDF Site Code : 17-046-1 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 1 Groups Printed-Passenger Veh-Heavy Veh-School Buses Aviation Road(NY Route Aviation Road(NY Route 1.87 Exit 19 NB Off-Ramp 1-87 Exit 19 NB On-Ramp 254) 254) Northbound Southbound Eastbound Westbound Start Time Left ThfU Right RTOR Aoo.Total Left t Thf4 Right RTOR Aon Total Left Thru Right RTOR ,,•,• Left Thru RightRTOR _A,,. Int Total 04:45 PM 23 163 0 0 186 1 0 238 50 47 335 J 41 0 166 12 219 0 0 0 0 0 740 Total 23 153 0 0 186 0 238 50 47 3351 41 0 166 12 219 0 0 0 0 0 740 05:00 PM 14 177 0 0 191 0 284 47 40 371 42 0 133 23 198 0 0 0 0 0 760 05:15 PM 13 169 0 0 182 0 228 39 48 315 53 0 145 15 213 0 0 0 0 0 710 05:30 PM 10 171 0 0 181 0 263 33 34 330 43 0 124 23 190 0 0 0 0 0 701 Grand Total 60 680 0 0 740 0 1013 169 169 1351 179 0 568 73 820 0 0 0 0 0 2911 Apprch % 8.1 91.9 0 0 0 75 12.5 125 21.8 0 69.3 8.9 0 0 0 0 Total% 2.1 23.4 0 0_25.4 0 34.8 5.8 5.8 46.4 6.1 0 19.5 2.5 28.2 0 0 0 0 0 Passenger Ver,' 59 674 0 0 733 0 995 168 166 1329 178 0 557 71 806 0 0 0 0 0 2858 k,•,,,,, wh 98.3 99.1 0 0 99.1 0 98.2 99.4 98.2 98.4 99.4 0 98.1 97.3 98.3 0 0 0 0 0 98.5 Heavy Veh 1 5 0 0 6 0 18 1 3 22 1 0 11 2 14 0 0 0 0 0 42 5 rte Wh 1.7 0.7 0 0 0.8 0 1.8 0.6 1.8 1.6 0.6 0 1.9 2.7 1.7 0 0 0 0 0 1.4 School Buses 0 1 0 0 1 0 0 0 0 t}• 0 0 0 0 0 0 0 0 0 0 1 %school Buses 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � Creighton Ai Manning Project No.: 117-046 File Name : TM117046PM1 Counted By: CDF Site Code 17-046-1 Location: Queensbury, NY Start Date 7/18/2017 Comments: Page No : 2 Aviation Road(NY Route Aviation Road(NY Route 1-87 Exit 19 NB Off-Ramp 1-87 Exit 19 NB On-Ramp 254) 254) Northbound Southbound Eastbound Westbound � Start Time Left Thru Right I RTOR A.miai , Left i Thru Right RTOR A,,_T" Left Thru i Right ; RTOR row Left Thru 'Right RTOR Aop Tolal Inl Toa Peak Hour Analysis From 4:45:00 PM to 5:30:00 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45:00 PM 4:45:00 PM 23 163 0 0 186 j 0 238 50 47 335 41 0 166 12 219 0 0 0 0 0 740 5:00:00 PM 14 177 0 0 191 0 284 47 40 371 42 0 133 23 198 0 0 0 0 0 760 5:15:00 PM 13 169 0 0 182 ! 0 228 39 48 315 53 0 145 15 213 0 0 0 0 0 710 5:30:00 PM 10 171 0 0 181 0 263 33 34 330 43 0 124 23 190 0 0 0 0 0 701 Total Volume 60 680 0 0 740 [-0 1013 169 169 1351 1 179 0 568 73 820 0 0 0 0 0 2911 %App_Total 8.1 91.9 0 0 0 75 12.5 12.5 1 21.8 0 69.3 8.9 0 0 0 0 PHF 652 .960 .000 .000 .969 .000 .892 .845 .880 .910 1 .844 .000 .855 .793 .936 .000 .000 .000 .000 .000 ;958 Passenger Veh 59 674 0 0 733 0 995 168 1.66 1.329 178 0 557 71 806' 0 0 0 0 0 f' 2868 %aaaaanaarvan 98.3 99.1 0 0 99.1 0 98.2 99.4 98.2 98.4 99.4 0 98.1 97.3 98.3 i 0 0 0 0 0 98.5 Heavy Veh 1 5 0 0 6 0 18 1 3 22 1 0 11 2 14 0 0 0 0 0 42 %Heavy Veh 1.7 0.7 0 0 0.8 0 1.8 0.6 1.8 1.6 0.6 0 1.9 2.7 1.7 0 0 0 0 0 1.4 school eases 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 %School Buses 0 0.1 0 0 0.1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0.0 1-87 exit n- amp Out In Total 227 0227 2 0 2 0 0 0 Q 29 0 0 01 0 0 0 0 0 0 0 0 0 0 01 0 0 Right Thai LelItt RTOR L/ Peak Hour Data 0 b=0 N r M­O�� � � � '� � � s r North 07 P IM co+-lo w c.(D 1E Peak Hour Begins at 04:45 FM ?oom c'ti In F- WioMM 7� w w;� I 0 0 C.0 1 Passenger Veh 6 N pNo NO Heavy Veh i LUr School Buses ► 0 0 0 0 ❑ $Or N 28 4W CI Q 4� r► Left Thru Right RTOR 178 0 557 71 1 0 11 2 0 0 0 0 1791 0 568 73 o sae 0 14 14 0 0 0 0 820 _ 820 Out 1n Total 87 Exit 19 NB Off-Ram fy Creighton "• Monning Project No.: 117-046 File Name : TM117046PM2_1 Counted By: MDN Site Code : 17-046-3 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 1 Groups Printed-Passenger Veh-Heavy Veh-School Buses Aviation Road(NY Route Aviation Road(NY Route Sunoco West Driveway Speedway Driveway 254)(TURNS ONLY) 254)(TURNS ONLY) Northbound Southbound Eastbound �^ Westbound 1 _ LSta:rt:Thme: Left Thru Right RTOR Aee Taal Left Thru Right RTOR nop To1a1' Left Thru Right g7gR Left I Thru Right RTOR In[Tolal 04:45 PM 1 0 5 0 6 0 0 1 0 1 0 0 3 0 3 0 0 12 0 12 22 Total' 1 0 5 rt 0 6 0 0 1 0 1 0 0 3 0 3 0 0 12. 0 s 2 22 05:00 PM 1 0 7 0 8 1 0 4 0 5 0 0 0 0 0 0 0 17 0 17 30 05:15 PM 1 0 4 0 5 1 0 1 0 2 1 0 0 0 1 0 0 15 0 15 23 05:30 PM 2 0 2 0 4 1 0 3 0 4 1 0 0 0 1 0 0 10 0 10 19 Grand Total 5 0 18 0 23 3 0 9 0 12 2 0 3 0 5 0 0 54 0 54 94 Apprch% 21 7 0 78.3 0 25 0 75 0 40 0 60 0 0 0 100 0 Total% 53 0 19,1 0 24.5 3.2 0 9.6 0 12.8 2.1 0 3.2 0 5.3 0 0 57.4 0 57.4 Passenger Veh 5 0 18 0 23 3 0 9 0 12 2 0 3 0 5 0 0 54 0 54 94 100 0 100 0 100 100 0 100 0 100 100 0 100 0 1001 0_ 0 100 0 100 100 Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 School Buses 0 0 0 0 0 0 0 0 0� 0 0 0 0 0 0 oT 0 0 0 0 0 %SchoolBuses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Creightdn Manning Project No.: 117-046 File Name : TM117046PM2_1 Counted By: MDN Site Code : 17-046-3 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 2 Aviation Road(NY Route Aviation Road(NY Route 254)(TURNS ONLY) 254)(TURNS ONLY) Sunoco West Driveway Speedway Driveway Northbound Southbound Eastbound Westbound Start Time Left Thru Right RTOR ADD Total Left Thru Right RTOR Am Total^ Left Thru Right I RTOR IY, f Left Thrll Riqht RTOR ADD Total Int Total Peak Hour Analysis From 4:45:00 PM to 5:30:00 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45:00 PM 4:45:00 PM 1 0 5 0 6 0 0 1 0 1 0 0 3 0 3 0 0 12 0 12 22 5:00:00 PM 1 0 7 0 8 1 0 4 0 5 0 0 0 0 0 0 0 17 0 17 30 5:15:00 PM 1 0 4 0 5 1 0 1 0 2 1 0 0 0 1 0 0 15 0 15 23 5:30:00 PM J 2 0 2 0 4 11 0 3 0 4 1 0 0 0 1 0 0 10 0 10 19 Total Volume 5 0 18 0 23 3 0 9 0 12 2 0 3 0 5 0 0 54 0 54 94 %App.Total . 21,7 0 78.3 0 25 0 75 0 40 0 60 0 0 0 100 0 PHF .625 ..000 .643 ,000 .719 750 .000 563 .000 .600 .500 .000 .250 .000 .417 .000 000 794 .000 794 783 Passenger Ven 5 0 18 b 23 3 0 9 0 12 2 0 3 0 5 0 0 54 0 54 94 %Passenger Veh 100 0 100 0 100 100 0 100 0 100 100 0 100 0 100 0 0 100 0 100 100 Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 School Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %School Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Speedway Driveway Out In Total 14 54 I 68 0 0 0 0 0 0 14 54' 1381 54- 0 0I 0' 0 0 OJ 0 0 0 0 0 54,_._ 0 Right Thr4 Left RTOR 4 1 LI I C Peak Hour Data 7 _o�aoon In00 1 L r ❑ ?cD00O � G North # 0000a I m o o M c ► [Peak Hour Begins at 04:45 PM, 4-- — ry 20000 m CSN C� — o m o o n Passenger Veh r. N;O O N N rn Heavy Veh F— o o to a W School Buses I w o o w �- Ka o 0 0.0 iY i r .p ;� ,ipo00o rr000r cn— G 0 1- T T r Left Thru RI 11RTOR 2 0 3 0 0 0 0 0 0 0 0 0 2 0 D 21 — 1 26' 0 0 0 0 0 0 21 5 26 Out In Total Sunoco west arivewa Creighton Manning Project No.: 117-046 File Name : TM117046PM3 Counted By: RK Site Code : 17-046-3 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 1 Groups Printed-Passenger Veh-Hday2 Veh-School Buses Aviation Road(NY Route Aviation Road(NY Route Sunoco East Driveway Carlton Drive 254)(TURNS ONLY) 254)(TURNS ONLY) Northbound Southbound Eastbound Westbound Start Time Left Thru Rloht RTOR I Aoo Tolal Left 1 Thru Rlpht RTOR i Aun.Tolal : Left Thru Ri ht RTOR .,.. Left Thru Right RTOR Irl Tolal 04:45 PM 7 0 0 0 7 0 0_23 0 23 ! 2 0 3 0 5 1 0 5 0 6 41 Total 7 0 4 0 7 0 0 23 0 5-1 2 0 3 0 5 1 0 5 0 6 41 05:00 PM 6 0 0 0 6 3 0 14 0 17 1 0 7 0 8 1 0 3 0 4 35 05:15 PM 7 0 0 0 7 0 0 17 0 17 1 0 6 0 7 1 0 2 0 3 34 05:30 PM 4 0 0 0 4 1 0 19 0 20 1 0 2 0 3 2 0 9 0 11 38 Grand Total 24 0 0 0 24 4 0 73 0 77 5 0 18 0 23 5 0 19 0 24 148 Apprch% 100 0 0 0 5.2 0 948 0 21.7 0 78.3 0 20.8 0 79.2 0 Total% { 16.2 0 0 0 16.2 2.7 0 49.3 0 52 3.4 0 12.2 0 15.5 3.4 0 12.8 0 16.2 Passenger Veh 24 0 0 0 24 4 0 73 0 77 5 0 18 0 23 5 0 19 0 24 148 xP ri, 100 0 0 0 100 100 0 100 0 100 100 0 100 0 1001100 0 100 0 100 100 Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ,is HOM7 Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 School Buses 4 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 ' 0 0 0 0 0 0 %School Buses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � 0 0 0 0 0 0 Creighton Mannincl Project No.: 117-046 File Name : TM117046PM3 Counted By: RK Site Code : 17-046-3 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 2 Aviation Road(NY Route Aviation Road(NY Route Sunoco East Driveway Carlton Drive 254)(TURNS ONLY) 254)(TURNS ONLY) Northbound Southbound I Eastbound Westbound ± Start Time Left Thru !Right RTOR App Total Left Thru IRight RTOR Aon Tolal Left Thru Right RTOR ayp sant I Left Thru Right RTOR Ap Txol Int Total Peak Hour Analysis From 4:45:00 PM to 5:30:00 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45:00 PM 4:45:00 PM 7 0 0 0 7 0 0 23 0 23 2 0 3 0 5 1 0 5 0 6 41 5:00:00 PM 6 0 0 0 6 3 0 14 0 17 1 0 7 0 8 1 0 3 0 4 35 5:15:00 PM 7 0 0 0 7 0 0 17 0 17 1 0 6 0 7 1 0 2 0 3 34 5:30:0_0 PM 4 0 0 0 4 1 0 19 0 20 1 0 2 0 3 2 0 9 0 11 38 Total Volume 24 0 0 0 24 1 4 0 73 0 77 5 0 18 0 23 I 5 0 19 0 24 148 %App.Total 100 0 0 0 52 0 94.8 0 21.7 0 783 0 20.8 0 79,2 0 Pllr x .857 .000 .000 .000 .857333 .000 .793 .000 .837 .625 .000 .643 .000 .719 ,625 .000 .528 ,000 .545 .902 Passenger Veh 24 0 0 0 24 4 0 73 0 77 5 0 18 0 23 5 0 19 0 24 148 %Passenger Veh 100 0 0 0 100 100 0 100 0 100 100 0 100 0 100 100 0 100 0 100 100 Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %Heavy Veh 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 School Buses 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 %SchoolBuses 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 Carlton Drive Out In Total 97 24 121 9400 0 0 0 0 0 24 12 19 0 5 0 0 0 0 0 0 0 0 0 19' 0 _ 0 R ht Thru Lett RTOR a 2 Peak Hour Data v� X Z pCL-J V BIW O O WLtii.Cil. `., o 0 C.0 North SN O p,� F ► Peak Hour Begins at 04:45 PM C 0 0 0 0 I__M o o 0 0 0 L Passenger Veh r a o-tii PQ �v Heavy Veh y_Iv o o:y SchoolBuses 0 0� 0 I µl�� °I a °l000a aaaoaa'Y 0 .� m Left Thru 'RIM RTOR 5 0 18 0 0 0 0 0 0 0 0 0 5 0 181 0' 14� 28 27 00 00 23 27 Out In Total Sunoco East Drive, Creighton 1VPiannng Project No.: 117-046 File Name : TM117046PM4 Counted By: MK Site Code : 17-046-4 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 1 Groups Printed-Passenger Veh-Heavy Veh-School Buses Aviation Road(NY Route Aviation Road(NY Route 254) 254) Aviation Mall Road Green Way North � Eastbound Westbound Northbound Southbound Start Time Left Thru Right RTOR /yq Tea Left Thru ;Right RTOR Aoo Tolal Left Thru Right RTOR Apo Total Left Thru I Right RTOR Ape_Tolel Inl.Tota 04:46 PM 5 267 39 0 311 1 10 298 1 0 309 J 31 0 19 4 54 2 0 0 1 31 677 Total 5 267 39 0 311 10 298 1 0 309 1 3.9 0 19 4 54 2 0 0 1 31 677 05:00 PM 4 266 30 0 300 13 327 2 0 342 48 0 25 2 75 6 1 1 3 11 728 05:15 PM 7 257 48 0 312 8 255 0 0 263 47 2 27 0 76 1 0 5 1 7 658 05:30 PM 6 230 36 0 272 12 277 3 0 292 47 0 22 0 69 5 1 0 1 7 640 Grand Total 22 1020 153 0 1195 43 1157 6 0 1206 173 2 93 6 274 14 2 6 6 28 2703 Apprch% 1.8 85.4 12.8 0 3.6 95.9 0.5 0 63.1 0.7 33.9 2.2 50 7.1 21.4 21.4 Total% 0.8 37.7 5.7 0 44.2 1.6 42.8 0.2 0 44.6 6.4 0.1 3.4 0.2 10.1 0.5 0.1 0.2 0.2 1 Passenger Veh 22 1016 152 0 1190 43 1146 6 0 1195 173 2 93 6 274 14 2 6 6 282687 ,s100 99,6 99.3 0 99.6 100 99 100 0 99.1 . 100 100 100 100 100 100 100 100 100 100 99.4 Heavy Veh 0 4 0 0 4 0 11 0 0 11 0 0 0 0 0 `` 0 0 0 0 0 15 %Heavy Veh 0 0.4 0 0 0.3 I 0 1 0 0 0.9 0 0 0 0 0 ` 0 0 0 0 0 0.6 School Buses 0 0 1 0 1 0 0.. 0 0 0 0 0 0 0 0 0 0 0 0 0 1 %school Buses 0 0 0.7 0 0.1 + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Creighton Manning Project No.: 117-046 File Name : TM117046PM4 Counted By: MK Site Code : 17-046-4 Location: Queensbury, NY Start Date : 7/18/2017 Comments: Page No : 2 Aviation Road(NY Route Aviation Road(NY Route Aviation Mall Road Green Way North f 254) 254) I Northbound Southbound II Eastbound Westbound { Start Time i Left - Thru Right RTOR : Ann Talal Left ! Thru ' Right I RTOR Aoo Tolal Left Thru Right RTOR Aaa.Tmal-1 Left Thru Right ' RTOR y"! Int Total Peale Hour Analysis From 4:45:00 PM to 5:30:00 PM-Peak 1 of 1 Peak Hour for Entire Intersection Begins at 4:45:00 PM 4:45:00 PM 5 267 39 0 311 10 298 1 0 309 31 0 19 4 54 2 0 0 1 3 677 5:00:00 PM 4 266 30 0 300 13 327 2 0 342 48 0 25 2 75 I 6 1 1 3 11 728 5:15:00 PM 7 257 48 0 312 8 255 0 0 263 47 2 27 0 76 1 0 5 1 7 658 5:30:00 PM 6 230 36 0 272 12 277 3 0 292 47 0 22 0 69 5 1 0 1 7 640 Total Volume 22 1020 153 0 1195 43 1157 6 0 1206 173 2 93 6 274 14 2 6 6 28 12703 % Total 1.8 85,4 12.8 0 3.6 95.9 0.5 0 631 0.7 33.9 2.2 50 7.1 21.4 21-4 PHF ,786 .955 .797 ,000 .958 .827 .885 ,500 .000 .882 .901 .250 .861 .375 .901 .583 .500 .300 .500 .636 .928 Passenger Veh 22 1016 152 ,0 1190 43 1146 6 U 1195 173 2 93 6 274 14 2 6 6 28 2687 %Passe,eer Veh 100 99.6 99.3 0 99.6 100 99 0 100 0 99.1 100 100 100 100 100 100 100 100 100 100 99.4 Heavy Veh 0 4 0 0 4 0 11 0 0 11 0 0 0 0 0 0 0 0 0 0 15 %Heavy Veh 0 0.4 0 0 0,3 0 1.0 0 0 0.9 0 0 0 0 0 0 0 0 0 0 0.6 School Buses 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 %SchoolBuses 0 0 07 0 0.1 I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 Green Way North Oil In Total 30 2858 A300 0 00 0 I 6 2 14 6 0 0 0 0 0 0 0 0 61 21 14 6 Right Thru Left RTOR 4 � ► Peak Hour Data �_ua n� cyoot� N 0 c dFN N J W 000) iV N'r O 3 North w o a w D Im v o'o c o Peak Hour Begins at 04:45 PM It '� r v N o. Passenger Veh mac 7 Heavy Veh School Buses moon O 2(5cN+a I 000G�Gm 3 N !X .Z1 D O O O 41�C vt au Ih F+ Left Thru R ht RTOR 173 2 93 6 0 0 0 0 0 0 0 0 1731 2 931 6 497 274 471 0 0 0 1 0 1 198 27dF 472 out In Total Aviation Mal Attachment C PM Peak Hour SimTraffic Level of Service Reports SimTraffic Performance Report PM Peak 2017 Existing 117-046 Aviation Hospitality Hotel 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Performance by lane Liar�e EB EB IV5 +F, d6 II Movements Served T TR L T T R Denied Del/Veh(s) 0.0 Total Del/Veh(s) 1.5 1.3 13.5 6.0 1.4 0.5 2.7 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Performance by lane Lane EB E5 EQ W6 tNB WB NiQ SB All Movements Served L T TR L T TR LTR LTR Denied DelNeh(s) 0.1 Total DelNeh(s) 50.9 0.3 0.5 8.9 4.1 1.1 32.3 30.5 2.3 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Performance by lane La!t& EB EB EB '9)E, virEJ• Na !,.,o 1 i Movements Served L T TR LT TR LTR LTR Denied Del/Veh(s) 0.0 Total Del/Veh (s) 18.7 0.3 0.3 5.0 3.3 37.8 22.5 3.0 4: Aviation Mall/Greenway N &Aviation Rd (NY 254) Performance by lane Lane EB =B EB FB C P P- U'rB ll'B ilii i ,II Movements Served L T T R L T TR L TR LTR Denied Del/Veh(s) 0.3 Total Del/Veh(s) 37.1 9.5 9.7 1.4 36.3 8.6 7.6 33.8 11.6 15.7 11.0 5: 1-87 Exit 19 NB On/Off Ramp &Aviation Rd (NY 254) Performance by lane Lane EB EB EB WB WB WB NB HS All Movements Served L T T T T R L R Denied Del/Veh(s) 0.9 Total DelNeh(s) 21.2 29.8 27.1 33.4 27.1 3.8 53.3 20.5 26.1 6: 1-87 Exit 19 SB ON/OFF Ramp & Aviation Rd (NY 254) Performance by lane Lade EB EB WS lNE InB NB NS All Movements Served T TR L T T L R Denied DelNeh(s) 0.1 Total Del/Veh(s) 35.0 32.4 13.4 6.7 9.3 51.1 12.9 19.4 Total Network Performance Denied Del/Veh(s) 1.2 Total DelNeh(s) 49.6 N:\Projects\2017\1 17-046-Aviation Hospitality HotellcompsltrafficlSynchrolEXpm.syn SimTraffic Report MDN Page 2 Queuing and Blocking Report PM Peak 2017 Existing 117-046 Aviation Hospitality Hotel Intersection: 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Moverment EB WB WB 1NB Directions Served TR L T T Maximum Queue(ft) 11 32 148 119 Average Queue(ft) 0 3 80 15 95th Queue(ft) 8 17 183 72 Link Distance(ft) 217 61 61 Upstream Blk Time(%) 19 2 Queuing Penalty(veh) 132 11 Storage Bay Dist(ft) 25 Storage Blk Time(%) 1 20 Queuing Penalty(veh) 7 1 Intersection: 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Movemeril EB EB VIB VB tiNB NB S5 Directions Served L T L T TR LTR LTR Maximum Queue(ft) 28 8 30 166 61 29 86 Average Queue(ft) 4 0 2 48 3 4 39 95th Queue(ft) 20 6 14 150 35 20 75 Link Distance(ft) 61 64 64 74 75 Upstream Blk Time(%) 0 10 1 7 Queuing Penalty(veh) 0 65 4 0 Storage Bay Dist(ft) 25 25 Storage Blk Time(%) 7 0 1 13 Queuing Penalty(veh) 43 0 5 0 Intersection: 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) lvlovemc:nl EB EB QNB VV NB SB - - Directions Served L T LT TR LTR LTR Maximum Queue(ft) 32 9 243 220 59 59 Average Queue(ft) 10 0 38 17 20 20 95th Queue(ft) 28 6 163 103 49 49 Link Distance(ft) 64 510 510 59 119 Upstream Blk Time(%) 2 Queuing Penalty(veh) 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 8 Queuing Penalty(veh) 53 N:1Projects120171117-046-Aviation Hospitality Hotellcompsltraffic\Synchro\EXpm.syn SimTraffic Report MDN Page 3 SimTraffic Performance Report PM Peak 2018 No-Build 117-046 Aviation Hospitality Hotel 1: Ambrosia Diner Dwy &Aviation Rd (NY 254) Performance by lane Lane EB EB V,.E VV V I E e Movements Served T TR L T T R Denied DelNeh(s) 0.0 Total Del/Veh(s) 1.6 1.3 5.7 8.4 3.5 0.5 3.8 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Performance by lane Lark EB EB EE VJC 011E ilE �J3 u 14;1 Movements Served L T TR L T TR LTR LTR Denied DelNeh(s) 0.3 Total Del/Veh(s) 65.0 0.6 0.4 12.5 6.7 2.8 27.6 54.4 39 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Performance by lane Lane EB EB E6 WB VV NB Sia All Movements Served L T TR LT TR LTR LTR Denied DelNeh(s) 0.0 Total Del/Veh(s) 28.9 0.8 0.3 8.4 4.3 29.2 24.8 4.1 4: Aviation Mall/Greenway N &Aviation Rd (NY 254) Performance by lane Lane EB E° EB EB W$ WB WB NB NB SE All Movements Served L T T R L T TR L TR LTR Denied DelNeh(s) 0.3 Total Del/Veh(s) 38.1 8.9 9.2 1.4 38.1 8.8 7.3 32.5 12.9 18.2 10.6 5: 1-87 Exit 19 NB On/Off Ramp &Aviation Rd (NY 254) Performance by lane Lane EB E_? Lb 1.11+t1 Yl? i;+E ;vB h\l Movements Served L T T T T R L R Denied DelNeh(s) 0.9 Total Del/Veh(s) 20.2 31.2 28.8 36.4 33.0 4.2 53.7 21.0 28.0 6: 1-87 Exit 19 SB ON/OFF Ramp & Aviation Rd (NY 254) Performance by lane LW EB EB ,�,5 IINI :�J rJE i.il Movements Served T TR L T T L R Denied DelNeh(s) 0.0 Total Del/Veh(s) 34.9 34.5 15.8 7.1 9.8 50.9 13.9 20.4 Total Network Performance Denied Del/Veh (s) 1.3 Total DelNeh(s) 54.9 N:1Projects120171117-046-Aviation Hospitality HotellcompsltrafficlSynchrolNBpm.syn SimTraffic Report MDN Page 2 Queuing and Blocking Report PM Peak 2018 No-Build 117-046 Aviation Hospitality Hotel Intersection: 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Movement EB 'RB VVS VVR Directions Served T L T T Maximum Queue(ft) 14 22 161 138 Average Queue(ft) 1 2 91 42 95th Queue(ft) 13 13 194 138 Link Distance(ft) 217 61 61 Upstream Blk Time(%) 0 29 9 Queuing Penalty(veh) 0 198 61 Storage Bay Dist(ft) 25 Storage Blk Time(%) 0 29 Queuing Penalty(veh) 2 1 Intersection: 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) 10ovr:ment EB EB WB WB WB NB IS Directions Served L T L T TR LTR LTR Maximum Queue(ft) 29 56 30 163 157 23 90 Average Queue(ft) 5 4 2 76 24 5 45 95th Queue(ft) 22 38 14 192 107 21 91 Link Distance(ft) 61 64 64 74 75 Upstream Blk Time(%) 1 0 19 5 19 Queuing Penalty(veh) 4 0 126 31 0 Storage Bay Dist(ft) 25 25 Storage Blk Time(%) 9 1 1 21 Queuing Penalty(veh) 59 0 4 1 Intersection: 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Movement E8 BB l�lQ 1L3 B Directions Served L T LT TR LTR LTR Maximum Queue(ft) 35 65 342 297 57 60 Average Queue(ft) 12 7 81 51 18 20 95th Queue(ft) 34 52 265 199 47 50 Link Distance(ft) 64 510 510 59 119 Upstream Blk Time(%) 0 1 1 Queuing Penalty(veh) 0 8 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 13 Queuing Penalty(veh) 87 N:\Projects\201N 17-046-Aviation Hospitality Hotellcompsltraffic\Synchro\NBpm.syn SimTraffic Report MDN Page 3 SimTraffic Performance Report PM Peak 2018 Build 117-046 Aviation Hospitality Hotel 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Performance by lane Lane EB ES WB WB VVB INS All Movements Served T TR L T T R Denied DelNeh(s) 0.0 Total Del/Veh (s) 1.6 1.5 14.1 7.1 2.7 1.2 3.4 2: Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Performance by lane Lane EB EB EB VVB WB VVB NB SB All Movements Served L T TR L T TR LTR LTR Denied Del/Veh(s) 0.1 Total Del/Veh(s) 34.0 0.4 0.7 5.3 1.7 19.9 38.8 2.9 3: Sunoco East Dwy/Carlton Dr &Aviation Rd (NY 254) Performance by lane Lane Er E ;E-, ':'dB V:'B Ns SB II Movements Served L T TR LT TR LTR LTR Denied Del/Veh(s) 0.0 Total Del/Veh(s) 21.9 0.4 0.3 6.5 3.6 34.9 26.4 3.4 4: Aviation Mall/Greenway N & Aviation Rd (NY 254) Performance by lane Lai le EP. EE t=E EB ,'JE WE. Ihss i JE. Movements Served L T T R L T TR L TR LTR Denied Del/Veh(s) 0.3 Total Del/Veh(s) 38.5 8.0 8.8 1.4 36.3 8.9 7.9 33.0 13.5 17.1 10.7 5: 1-87 Exit 19 NB On/Off Ramp & Aviation Rd (NY 254) Performance by lane Lane EB EB EB VY8 QNB )PJB IVB NS All - Movements Served L T T T T R L R Denied Del/Veh(s) 0.9 Total Del/Veh(s) 19.5 31.6 29.0 35.2 32.4 3.9 59.2 21.2 28.1 6: 1-87 Exit 19 SB ON/OFF Ramp & Aviation Rd (NY 254) Performance by lane B Movements Served T TR L T T L R Denied Del/Veh(s) 0.0 Total Del/Veh (s) 34.8 33.8 16.0 6.4 9.2 53.0 15.4 20.5 Total Network Performance Denied Del/Veh(s) 1.2 Total DelNeh(s) 53.0 WProjects\2017\117-046-Aviation Hospitality Hotel\comps\traffic\Synchro\BUpm.syn SimTraffic Report MDN Page 2 Queuing and Blocking Report PM Peak 2018 Build 117-046 Aviation Hospitality Hotel Intersection: 1: Ambrosia Diner Dwy & Aviation Rd (NY 254) Movement µB W6 *B WB NB Directions Served TR L T T R Maximum Queue(ft) 8 47 149 142 45 Average Queue(ft) 0 13 92 36 4 95th Queue(ft) 6 41 190 123 24 Link Distance(ft) 217 61 61 96 Upstream Blk Time(%) 0 24 6 Queuing Penalty(veh) 0 167 42 Storage Bay Dist(ft) 25 Storage Blk Time(%) 5 24 Queuing Penalty(veh) 37 4 Intersection, 2 Sunoco West Dwy/Speedway Dwy & Aviation Rd (NY 254) Movement EB EB WB WB UVB NS SB Directions Served L T L T TR LTR LTR Maximum Queue(ft) 27 20 5 164 113 29 88 Average Queue(ft) 4 1 0 66 11 2 41 95th Queue(ft) 19 16 4 176 63 15 81 Link Distance(ft) 61 64 64 74 75 Upstream Blk Time(%) 0 14 2 11 Queuing Penalty(veh) 0 97 11 0 Storage Bay Dist(ft) 25 25 Storage Blk Time(%) 4 0 0 17 Queuing Penalty(veh) 25 0 1 0 Intersection: 3: Sunoco East Dwy/Carlton Dr & Aviation Rd (NY 254) Movement F8 EB W13 WB NB SB Directions Served L T LT TR LTR LTR Maximum Queue(ft) 43 52 303 253 47 56 Average Queue(ft) 13 3 52 26 17 19 95th Queue(ft) 35 31 199 135 44 45 Link Distance(ft) 64 510 510 59 119 Upstream Blk Time(%) 0 0 1 Queuing Penalty(veh) 0 3 0 Storage Bay Dist(ft) 25 Storage Blk Time(%) 13 Queuing Penalty(veh) 83 N:1Projects120171117-046-Aviation Hospitality Hotellcompsltraffic\Synchro\BUpm.syn SimTraffic Report MDN Page 3 Attachment D Gap Analysis � rz 0 & \ � § A c � � 2f2 2 & 2 cm 2 CN / L w � � R �kcok k CL� y k\ C � e > § ° CD CO 3 m W k 2 R 2 § � § :3 g � > ® $ � � # wonco k § / Q § k § kqo C �C � / 2 k d § § § KCIJk q / 2c 7 g$ -oo � � - 2 ci 2 - $ : g : : 0 . : • a aMa = 2 = = = = = _ 9 £ m m m m n LM c » » » » « - � o � NngLocwce / @ � \ E § § § - G ~ / k § w G � § - w § CL k � \ n . 2 � k \ � \ { } w \ o E p 0 w0N 0wC) N # k m e # / d § \ 0 � wd46 » Cc -T ff \ 22222 k Li (N � n � / � \ / mow = - n CL /_ ° IT ® a § § 0 \ d § qk § m CD z » k R \ / k R k \ \ L L - � w � oo � U_r kU� _ n D\ \ \ § § j (Da) 0 § U @ « tf : CL k } /� k ° CL (D 004� $ $ $ > $ k 0 < oa -i NnIT0orco - :k r!