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HomeMy WebLinkAboutSIDEHILL (JOHNSON PROPERTY) - ODP - 32-01A - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDYHCS2000: Uns,nalized Intersection! Release 4.1 TWO-WAY STOP CONTROL SUHMARY ,at: Michael cy/co.: Matthew J. Delich, P.E. PTinetl: T/12/O1 ysin 19 Time Period: am`/i� [ltCtlon: O[a a/ACcel9 X .diction; Fart C.in! ys is Year: short Cl�J bkgr total act ID: 0140 /West street: Drake h/South Street: Access X section Orientation: EN Study period (hs): 0.25 Vehicle Volumes and Adjustments r Street: Approach Easttround Westbound Movement 1 2 3 1 e 5 6 L T R I L T R me 125 400 555 20 -Hour Factor, PXF 0.95 0.95 0.95 0.95 IF Flow Rate, HFR 131 621 584 21 ant Heavy vehicles 2 -- -- -- an Type TWLTL hannelized? 1 0 iguration L T TR zeaID Signal? NO NO r Street: Approach ,Northbound Southbound Movement ? 8 9 1 10 11 12 L T R I L T A me 20 130 Hour Factor, PHF 0.95 0.95 'ly Flow Rate, HFR 21 136 .ant Heavy vehicles 2 2 ant Grade (el 0 0 an storage 1 'ad Approach: Exists? No Storage :haMelized? 0 0 'iguration LR Delay, Queue 4ngth, and Level of Service oach EH WE Hotthbound Scuthbound ant 1 1 1 0 a 9 1 10 11 12 .Config L I I LR ph) 131 151 (vph) 973 - 460 .0.13 0.34 - gueue length 0.46 1.50 rol Delay 9.3 16.8 A C son Delay 16.8 ..on LOS a HCS2000: Unsignalized Intersections Release 4.1 new J. Delich .hew J. Delich, P.E. APPENDIX H �o�Aoo �00000 . ,. o00000 o�00000a oo©coo 00000ev SCALE 1'•200A PEDESTRIAN INFLUENCE AREA TWO -NAY STOP CONTROL SUMMARY at: Michael y/Co.: Matthew J. Delich, P.E. Performed: 7/12/01 a,. Time Period: p action: T' erline/ACcess D dinticn: Fort Ce via Year: short on9 1,1(5D or ID: 0140 Nest Street: Mesa. D /South Street: Timberline section Orientation: NS Study period (hr!): 0.25 Vehicle Vol.. and Adjustment, Street: Approach Northbound Smuthbound Movement 1 2 3 1 4 5 6 L T R L T R 75 1580 60 5 1905 30 !Hour Factor. PHF 0.95 0.95 0.95 0.95 0.95 0.95 .y Flow Rate, HER 78 1663 63 89 2005 31 :nt Heavy Vehicle.. .2 -- 2 -- -- n Type undivided hno.lized? 1 2 0 1 2 0 .guration L T TR L T TR .eam Signal? No No Street: Approach Westbound Eastbound Movement 7 8 9 '1 30 11 12 L T R I L T R Hour Factor. PHF 0.95 0.95 .y Flow Rate, HER 31 -21 ant Heavy Vehicle, 2 2 :it Grade (i 1. - - .. 0. ..... .._.._ 0 .._ ... n Storage - M Approach: Storage laMelized? No Ho igura[ion R R Daley; Queue Length, end Level of Service each No SB We.Lbognd Eastbound sent 1 1 1 7 8 9 1 10 11 12 Config L L I R ,I A Ivphl 274 362 352 286 0.28 0.25 0.09 0.07 lueue length 1.14 0.95 0.29 0.24 tol Delay 23.3 18.2 16.2 10.6 C C C C ach Delay 16.2 18.6 oath LOS C C RCS2000: Unsignalized Intersections Release 4.1 w J. Oelbch new J. Delich. P.E. EC52000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY •et: Michael :y/Co.Matthew J. Delich, P.E. Performed 7122/01 .ays Time Period: am ctin: T erline/AC Cel9 E :diction: Fott'-Co a - " '"' " " :'a Yeat: ."short ot bkgz te tt ID: 0140 'West Street: Access E :/south street: Timberline . .section Orientation: NS _ Study period (hr.l: .0.25 Vehicle Volume. end AEiu.teent. Street Approach Northbound Southbound Movement 1' 2 '3 4 5 6 .:-.::... L T, % R I L T R Hour Factor. PHF 0.95 0.95 - 0.95 D.95 y Flow Rate, HIP "' 1784 - 52 "' "" 2000 ' 26 hot Heavy Vehicles -- -- -- -- in Type.. 7 Undivided , iannelized? 2 0 2 0 'guration T TR ., T TR :eam Signal? No No : Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Hour Factor:' PHF- 0.95 "' "0'.95 .y Flow Pate, HFR 21 21 Inc Heavy vehicles 2'" 2 Unt Grade (1) 0 '-.. 0' " n Storage ' M Approach: Exists? .... .. . Storage iarmelized? _ _ No His .. i 1 1 .guzai ion - R .. R , Delay, Queue Length, and Level of Service :ach NB Se Westbound Eastbound sent 1 4 1 7 8 9 1 1D 11 12 Config' -' I R I R in1 I vph) -- 327 288 0.06 0.07 lueus length' 0.20 0.23 :ol Delay 16.8 .18.5 C C each Delay 16.0 .. 10.5 oath LOS C C HCS2000: Unsignalized Intersection. Release 4.1 TWO -NAY STOP C SUIWARY 4 Analyst, Michael Ag cy/Co.: Matthew J. Delich, P.E. Date Performed: 34,12101 Analysis Time Period: a pm In[eraection: imberline/Access E Jurisdiction: Fort Cojlins Analysis Year:. abortbkgrd oral Project ID: 0140 East/Nest Street: Access E North/South St reef Timberline Intersection Orientation: NS Study period Ihtal: 0.25 Vehicle Vol.. thb and Atljuatments ;E,.T Street: Approach Northbound SoutMountl Movement 1 2 3 14 5 6 L S R I L S R Volume 1900 15 1425 5 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, MIA 2000 15 1500 5 Percent Heavy Vehicles -- -- -- -' Median Type Undivided AT Channelized? Lanes 2 0 2 0 ` Configuration T TR T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T A Volume 40 35 ` Peak Hour Factor, PHF 0.95 . 0.95 Hourly Flow Rate, HFR 42 36 Percent Heavy vehicles 2 _ 2 Percent Grade (11 0 0 Median Storage Flared Approach: Exists? Storage RT Channelized? No No Cane. Configuration R R 1 Delay. Queue Length, and Level or Service Approach NB S3 Westbound EaetbOOnd Novement 1 4 1 7 8 9 1 10 11 12 Lane Config R I A ' v lvp1n 42 36 C(ml Ivph) 290 - 408 - v/c - 0.14 0.09 951 queuelength 0.50- - " - 0.29 Control Delay - - 19:5 "' 14.7 Los ..,C - B Approach Delay 19.5 14.7 Approach LOS C B' HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Signalized Intersections Release 4.1 Analyst: Michael ; Inter..:;.Timber line/Drake Agency: Matthew J. Delich, P.E. " " '"Area "'Type AI3 dther-areas i Date: 11 17/00 Jurisd Fort Collins - Period:(awpm � Year. rec.n short �bkgrd Project 0 0140 E/W St: Drake NIS St: Timberline SIGNALIZED Westbound INTERS_E_CT IONA ;�SUMMRY ' Eastbound I Westbound- '9696ztAtiountl I Souchbound 1 I L T R I L T' -_R I L- -"..T' R I L T R I I I I I I No. Lanes 1 2 2 1 1 1 2 1 .. 1 2 2 0 1 1 2 1 1 LGConfig I L T R I L T - R I L TR I L T R I' Volume 1420 290 505 1175 300 220 1440 1275 110 1165 1010 285 1 Lane Width 112.0 12.0 12.0 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 I 0 1- 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A I NB Left A A Thru A A I Thru A P Right A A I Right A P Peds x I Peds x WB Left A I SB Left A Thru A I ..Thru P . Right A I Right p Peds x I _Peels _ x NB Right I EB Right A A SB Right A A I WB Right A Green 11.0 4.0 19.0 12.0 4.0 40.0 Yellow 0.0 0.0 3-.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Unsig4ulired later ... tithe Mal.... 4.1 w J. Delich - iew J. Delich, P.E. IV. CONCLUSIONS This study assessed the impacts of the Johnson Farm Property development on the short range and long range street system in the vicinity of the proposed development. As a result of this analysis, the following is concluded: The development of the Johnson Farm Property is feasible from a traffic engineering standpoint. At full development, the Johnson Farm Property will generate approximately 11,947 daily trip ends, 934 morning peak hour trip ends, and 1216 afternoon peak hour trip ends. -..._ _Current -.,__operation at the key intersections is acceptable. Observation indicates that provision of additional northbound and eastbound lanes at the Timberline/Prospect intersection will reduce the length of the northbound queues .,that occur at this intersection: This geometry will also improve the operation of -- -this- intersection. Using" the short` range-" background traffic forecasts, peak hour signal warrants :will be met at the Timberline/Custer intersection. Using -the.' shbrt range total traffic forecasts, peak hour signal warrants will be met at the Timberline/Access C intersection. In. the -short range future, given development of the Johnson Farm Property and an increase in background traffic, the key intersections will operate acceptably, with the recommended geometry shown in Figure 11. - In`the, long---ran.&.`;future, given development of the Johnson Farm -._Proper;ty;, „,the._- key,"intersections will operate acceptably during the peak hours, except for the northbound minor street leg during both peak hours at the Drake/Access G/Iowa intersection. The long range geometry is 'shown in Figure 12. Acceptable level of service is achieved for pedestrian, bicycle, and transit modes based upon the measures in the multi -modal transportation guidelines. 28 c c: E c ji Su l 1'-z BICYCLE INFLUENCE AREA FUTURE TRANSIT LEVEL OF SERVICE Travel Time Workil4eet M ikEles-TiWel'TmdTune wit CSU Carps TrwrA Center 42 18 35 Fooftils Fashon k L, 15 36 Fog Gallus Ho School 1.0 11 is Daemwam FM Collin 4.5 19 38 Total Travel rime 63 124 IN Service Level Standards Worksheet Use.. M Hours of Weekday Serwe 18 haws 16 hoas x Weekday Rmwwy al Sam 15martm 20 MMAIS x Trawl Tims FacbDr 2.0 x zo. x Peak Leal Fa= 511 sl.2 x 3of4=LOSB MICS2000: Unargnalr roe. rote rsecumm n_rms. ..r TND-MAY STOP CONTROL SUMIC RY RCS2000: Unsignalized Intersections P.elesae 4.1 TWO -MAT STOP CONTROL SUMMARY_ Inalyst: Michael .Agency/C..: Matthew J. Delich, P.E. Date Performed: 7/11 Tnalyais Time Period: am :ntersection: Drake/Acceaa F Jurisdiction; Fort Collins Anal yaia Year: short bkgr total- ?roject 10- 0140 street: Drake Noe' h Street: Acceaa F Int .on Orientation: E6 Study period (hra): 0.25 Vehicle Volumes and Adjustments Major Street Approach Eastbound NeatDound Movement 1 2 3 1 4 5 6 L T A 1 L T R Peak -Haar Factor, PHF 0.95 0.95 Hourly Flow Hate, HFR 163 5 Percent Heavy Vehicles.. Median Type Undivided .IT Channelired? No Lane. .. ... _... T A Configuration Upstream Signal? No No Minor street:- Approach Northbound Southbound M.vem ? 8 9 1 10 11 12 L T R I L T A Peak YN.ur Factor, PHF 0.95 Hourly Flow Rate, HFR 31 Percent Heavy Vehicle. 2 Percent Grade 111 0 0 Median Storage - Flared Approach: Exists? Storage AT Channel fixed? No Lanes R Configuration Delay, Queue Length, and Level of Service Approach EB NO Northbound Southbound Movement 1 4 17 6 9 1 10 11 12 Lane Config I I A C Im) Ivpnl 0.04 v/c 95% queue length 0.12 Control Delay 9'I LOS A Approach Delay- 9'] Approach LOS A HC52000: Unsignalized Intersection. Release 4.1 Matthew J- Delich Matthew J. Delich. P-E. HC52000: Unsignalized Intersecti.na Net ... s 4.1 1`m07NAY_STOP CONTROL SUI y Ag Ana}yetl o. _-, :Mattael .. Date Per ' ' 7/12/0w J. Del Sch, P.E. Date PerformedPe ?/12/O1 _ An al y.is -Tine Period: od: a Intersection: Dza ke/Acceaa G __ Jurisdiction: Fort CU Analysis Year: short on kgz total Project ID: 0140 1 - _ .... _ .. East/West Street: Drake _ North/South Street: Acce.e G Intersection Orientation: E11 Study pe rind.(hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement : 1 2 3 .,11 . 4 5 6 Volume •.40 40 35 60 5 Peak -Hour Factor. PHF :0-95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR (42 178 �36 63 ?SO 5 Percent Heavy Vehicles •2 -- -' 2 -' Media. Type Undivided RT Chaanelized? Lanka 4 1 1 0 1 1 0 Configuration .'I TR L TR Upstream Signal? No No Minor Street: Approach .,.Mcrthbound - sou[hbound Movement �] B 9 I 10 11 12 �L T R I L T R .......- Volume i'25 10 10 5 SO 30 Peak Hour Factor, PHF 0. 95 0.95 0.95 0.95 0.95 0.95 Hourly Flow gate. NFR 126 10 10 5 30 31 Percent Heavy Vehicles j2 2 2 2 2 2 Percent Grade (1) 0 0 Median Storage Flared Approach: Exists? - Storage ' RT Chamelizad? 1 --: No No Lanka - -� 0 1� 1 0 1 1 Configuration t LT R LT R Delay, Quads Length, and Level of Service Approach EB NB Nortbbound Southbo�- Movment 1 1 I ] 8 9 I 10 11 12 Lane Config L ,L I LT R I LT R vT 42 63 36 10 15 31 CI 885 813 57 3B7 68 432 11 ..-,,,0:05 ....0:08 ...: D: 63.. ..,..0:03. .8:22 0.07....« ..,..,.. ,........... 95, length 0.15 0.25 2.59 0.08 D.76 ; 0.23 C..tror Delay 9.3 9.8 142.8 14.5 72.3 i14.0 LOS A A F B F : B Approach Delay 114.9 33.0 Approach LOS F D Analyst: M Agency/Co.: M J. Delich, P.E. Date Performed: ] -i Analy5 3 Time Period: pm Inter a..tion: rake/Acceaa G Jurisdiction: Fort Collin. Analysis Year: short �bkgrd rota Project ID: 0140 "at/Hest Street Drake North/South Street: Access G Intersection Orientation: EM Study period (hr.): 0.25 V.hicle Volume. and Adjustment' Major Street: Approach E..tbo.nd N..tbounrl Movement 1 2 3 1 4 5 6 L T A I L T R Volume 10 595 10 30 35 5 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 10 626 10 31 563 5 Percent Heavy Vehicle. 2 -- -• 2 Median Type Undivided RT Channelir.d? Lane. 1 1 0 1 1 0 Configuration L TB L TR Upstream Signal? No No Minor Street: Approach Nort and Sou[hbound Movement ] 8 9 1 10 11 12 L T R I L T R Volume 50 10 15 10 10 55 Peak Hour Factor. PHF 0.95 0.95 0.95 0.95 0.95 0.55 Hourly Flow Rate, HFR 52 10 15 10 10 57 Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade (1) 0 0 Median Storage Flared Approach: Exists? Storage AT Channeli xed? No No Lane. 0 1 1 0 1 1 Confi9uraiian LT 0. LT R . Delay, Queue Length, and Level .f Service Approach EB MR Northbound Southbo dnd . Movement 1 4 1 ]. 8 9 1 10 11 12 Lane Config L L I LT R I LT _ .R v (vphl 10 31 62 15 20 51 Clml Ivphl 1004 947 118 481 140 524 v/c 0.01 0.03 0.53 0.03 0.14 0.11 95% queue length 0.03 0.10 2.46 D.10 0.48 0.36 Control Delay 8-6 8.9 65.2 12.7 35.0- 12.7 LOS A A F B D B Approach Delay 55.0 18.5 Approach LOS F C HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. n .. <u ��. ran .rYn ♦,. vu ,ni..,-ace.. .c.v..... ... TWO -NAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: ] 12/01 Analysis Time Period: a pm Intersection: rake/Acceaa H Jurisdiction: Fort C n Analysis Year: short 0 bkgr tote Project ID: 0140 East/West Street: Drake North/South Street: Access H Intersection Orientation: EW Study period (hr.): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Nea[Dountl Movement 1 2 3 1 4 5 6 L T R I L T R Volume 100 405 300 20 Peak -Hour Factor. PHF 0-95 0.95 0.95 0.95 Hourly Flow Rate, HFR 105 426 315 21 Percent Heavy Vehicle! 2 -- -- Median Type TNLTL AT Channelired? Lane. 1 1 1 0 Configuration L T TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement ] 8 9 10 11 12 L T R L T R Peak Hour Factor,PHF 0.95 0-95 Hourly Flow Rate. HFR 21 136 Percent Heavy vehicles 2 2 Percent Grade (1) 0 0 Median Storage 1 Flared Approach: Exists? No Storage RT Channelired? Lanes 0 0 C.nfiguration LR Delay, Queue Length, and Level of Service Approach ES MR Northbound Southbound Movement 1 4 17 B 9 1 10 11 12 Lane Config L I LR v IVph) 105 15] C1.1 IF,, 1223 638 v/c 0.09 0.25 95% queue length 0.28 - 0.96 Control Delay 8.2 12.5 LOS A B Approach Delay 12.5 Approach LOS B HCS20DO: Unaignalized InteraectiOna Release 4.1 L ,� Matthew J. Delich Matthew J. Dslich, P.E. RCS2000: Unsignalized Intersections Release 4.1 Matthew J, Delich Matthew J. Delich, P.E. Intersection Performance Summary _ / Lane Adj Sat Ratios Lane Group Appr Group Flow Rate Capacity (a) o/c g/C Delay LOS Delay LOS 473 1690 0.08 0.28 26.6 C 26.6 C bound 396 1365 0.41 0.29 29.3 C 447 1595 0.58 0.28 32.8 C 31.4 C hbountl 234 1770 0.05 0.63 15.6 B - 1982 3539 0.84 0.56 22.8 C 21.8 C 886 1583 O.1B 0.56 11.2 B hbound 234 1770 0.54 0.63 20.9 C 1981 3538 0.83 0.56 22.5 C 22.4 C Intersection Delay = 23.1 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 .hew J. Delich .hew J. Delich, P.E. Glen Haven Drive :land, CO 80538 - ,e: (970) 669-2061 Fax: (970) 669-5034 ,il: mdelich8frii.com OPERATIONAL ANALYSIS .yet: Michael ,cy/Co.: Matthew J. Delich, P.E. Performed: 11/17/00 .ysis Time Period: <Dpm rrsection: Timberline/Custer Type: All other areas sdiction: Fort Collins .ysis Year: recent short CgSP bkgr total .ect ID: 0140 East/West Street North/South Street Custer Timberline - HC52000: Signali "ntersections Release 4.-1 4 Analyst: Michael Inter.: Timberline/Custer Agency: Matthew J. Delich, P.E. Area Type: All other areas _ / Date: 11/17/00 Jurisd: Fort Collins Period: ayIP3> Year : recent short on bkgr total ' Project I40 E/W St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I 1_ 1 No. Lanes I 0 1 0 1 1 1 0 I 1 2 1 1 1 2 0 I ' LGConfig I LTR I L TR I L T R I L TR i Volume 15 20 15 126G 25 360 115 1515 245 1265 1765 10 I Lane Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NS Left A P Thru A Thru P Right A I Right P Peds X Pads X WB Left A SB Left A A P Thru A I Thru A P Right A 1 Right A P Peds X Pods X NB Right. I EB Right SB Right I WE Right Green 29.0 6.0 5.0 50.0 Yellow 3.0 0.0 0.0 3.0 All Red 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary / Lane Adj Sat Patios Lane Group Approach .Group' Flow Rate /- Capacity (s) v/c g/C Delay LOS Delay LOS 491 1693 0.09 0.29 25.9 C 25.9 C bound 408 1359 0.67 0.30 35.0- C 464 1601 0.87 0.29 50.3 D 44.1 D hbountl 305 1770 0.05 0.58 17.4 B 1770 3539 0.90 0.50 30.6 C 28.5 C 792 1583 0.33 0.50 16.0 B hbountl 322 1770 0.97 0.62 50.8 D 1945 3536 0.97 0.55 36.1 D 38.0 D Intersection Delay = 35.0+ (sec/veh) Intersection LOS D HCS2000: Signalized Intersections Release 4.1 new J. Delich hew J. Delich, P.E. Glen Haven Drive land, CO 80538 e: (970) 669-2061 Fax: (970) 669-5034 il: mdelich8frii.com OPERATIONAL ANALYSIS yst: Michael cy/Co.: Matthew J. Delich, P.E. Performed: 11/17/00 ysis Time Period; am® rsection: Timberline/Custer Type: All other areas sdiction: Fort Collins " ysis Year: recent short on bkgr total ect ID: 0140 East/West Street North/South Street Custer Timberline n� .G HCS2000: UnSLgnalized In[nrsecti ohs Rel ease. 4.1 TWO-WAY STOP CONTROL SUMMARY-..- Analyst Michael Agency/Co.: Matthew J Delich, P.E 1 Data Performed: 2/US ` �T Mal Ysys Time Period: (aamm pm i ✓ ^ ' Intersection' Drake/Ac as'F, Jurieeict von: Fart CAI he - Mdlyata Yea[: BhOC[ kgrtl tOCd )� _y p , Project ID: 0140 East/West Street: ' Drake North/South Street' Access P Intersection Orientation: EW - Study-pe riod`Ihra 1': 0.25 vehicle Volumes and Adjdstmenta Major Street: Approach Eastbound _ '_Weethound - Movement 1 2 3-I 4 5-; -6 L T R 1 L T R Paak-Hour Factor, PHI 0.95 0.95 Hourly Flow Rate, HFR 668 5 Percent Heavy Vehicles -- -- ---.--"- -.--- Median Type Undivided RT Channelized? No Lanes 1 3 Configuration T R Upstream signal? No No Minor Street: Approach Northbound Southtnund Movement 7 9 9 10 11 12 L T R L T R Volume 60 Peak Hour Factor, PHF - 0.95 ' Hourly FLow Rate, 'HFR - --__- Percent Heavy Vehicles '2 Percent Grade (11 0 0 Median Storage Flared Approach: Exists? storage Channeli xad? No 14 Lanes Configuration A Delay, Queue Length, and Level of Service Approach EB WE Northbound Sou[hbountl Movement 1 4 1 7 8 9 1 10 11 12 Lane Config 1 _ R v (,ph) 63 C Us) (vph) 030 v/c 0.08 95% Veue length 0.25 Control Delay 9.7 Los A Approach Delay 9.7 Approach LOS A HC52000: Unsignalized Intersections Release 4.1 Matth... J. Delich Matthew J. Delich, P.E. Intersection Performance Sunup Appr Lane Atlj Sat Ratios Lane Approach Lane Group Flow Rate Grp Capacity (a) v/c g/C Delay LOS Delay LOS L 549 3433 0.81 0.16 49.1 D T 814 3539 0.31 0.23 32.7 C 36.1 D R 697 1583 0.76 0.44 28.6 C Wf d L 212 1770 0.87 0.12 72.8 E T 672 3539 0.47 0.19 36.5 D 41.8 D R 570 1583 0.41 0.36 24.5 C Northbound L 564 3433 0.79 0.17 47.2 D TR 1539 3497 0.95 0.44 39.5 D 41.4 D Southbountl L 230 1770 0.76 0.13 55.4 E T 1416 3539 0.75 0.40 29.4 C 28.6 C R 950 1583 0.32 0.60 10.1 B Intersection Delay - 36.7 (sec/veh) Intersection LOS - D HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. .2272 Glen Haven Drive Loveland, CO 90536 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst Michael - Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am pm Intersection: imberline/Drake Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short an bkgrd total Project ID: 0140 East/West Street North/South Street Drake - " ' Timberline Intersection Performance Summary Appr/ Lane Atlj Sat Ratios Lane Group Approach Lane Group - Flow Rate Grp Capacity. (s) v/c g/C Delay _LOS ` Delay LOS L ,�YVu V446 3433 0.76 0.13 49.2 D T 602 3539 0.70 0.17 42.7 D 53.3 D R 633 1583 0.99` 0.40 62.6"-'E-- Westbound - L 230 1770 0.85 0.13 '61.0 E T 602 3539 0.59 0.17 39.9 D 41.0 D R 633 1583 0.38 0.40 21.6 C Northbound L 652 3433 0.87 0.19 51.6 D TR 1497 3482 -0. 94 0.43 40.4 D 43.6 D Southbountl L 33G 1770 .0.85 T 1522 3539 0.89 R 950 1583 0.41 Intersection Delay = 41.9 0.19 56.8 E 0.43 34.1 C 32.8 C 0.60 10.9 B (sec/veh) Intersection LOS - D HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: 0701 669-2061 E-Mail: mdelich@frii.com Analyst: Agency/Co.: Date Performed: Analysis Time Period: Intersection: Area Type: Jurisdiction: An- -s Year: P: ID: 0140 Fax: (970) 669-5034 OPERATIONAL ANALYSIS Michael Matthew J. Delich, P.E. 11/17/00 am m Ti erline/Drake All other areas Fort.Collins recent short ong bkgr .iota East/West Street North/South Street Drake Timberline HCS2f SS nalired Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Drake � Agency: Matthew J. Delich, P.E. Area Type: All other areas i Date: 11/17/00 Jurisd: Fort Collins Period: am pm ong Year : recent short bkgrd ota Project ID. 140 E/W St: Drake NIS St: Timberline 'SIGNALIZED INTERSECTIONSUMMARY ' I Eastbound I Westbound I Northbound I Southbound I I L T !R 1 L T R 1 L T R I L T R ' i 1 No. Lanes I 2 2,1 I 1 2 i I 2 2 0 I 1 2 1 I LGConfiq I L T tR:'. Y: L T R I L TR I L T R I Volume 1320 '400 '595 1185 340 230 1540 1195 145 1270 1280 370 1 Lane Width 112.0 12.012.0'112.0 12.0 12.0 1,12.0 12.0 112.0 12.0 12.0 1 RTOR'VoS�"j'.....,......�...._.-.a.1_...-._ .._....0...... I 0 1. 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 •2 3 4 1 5 6 7 8 ! EB Left A ! I NB Left A Thru A I Thru P Right A Right P Peds X I Peds X WB Left A 1 SS Left A Thru A Thru P Right A Right P Peds ` X Peds X NB Right I EB Right A SS Right A ) 1 WB Right A Green 12.0 ,17.0 16.0 43.0 Yellow 0.0 53.0 0.0 3.0 All Red 0.0 '2.0 0.0 2i0. } Cycle 4ength: 100.0 sees 1 ! i I •i I i o,. 3_ 1 i c -aojc HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Custer Agency: Matthew J. Delich, P.E. Area Type: All other areas _ Date: 11/17/00 Jurisd: Fort Collins bkgrd total Period: 4p.pm Year : recent short on Project ZD: 0140 E/W St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbountl I I L T R L T R I L T R I L T R I 1- 1 No. Lanes 0 1 0 I 1 1 0 I i 2 1 1 1 2 0 I LGConfiq I LTR L TR I L T R I L TR I Volume 15 15 15 1155 10 235 110 1585 155 1120 1565 5 1 Lane Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 ES Left A I NB Left A P Thru A Thru P Right A Right P Peds X Peds X WB Left A SB Left A P Thru A I Thru P Right A I Right P Peds X I Peas X NB Right I EB Right SB Right I WB Right Green 28.0 6.0 56.0 Yellow 3.0 0.0 3.0 , All Red 2.0 0.0 2.0 Cycle Length: 100.0 secs 5-" Intersection Performance Sum Appr/. Lane Adj Sat Ratios Lane .p Approach Lane Group Flow Rate Grp Capacity (SI. : v/c g/C Delay LOS Delay LOS Eastbound L 359 1770 0.22 0.29 26.8 C TR 350 1592 0.09 0.22 31.2 C 28.1 C W id L 365 1770 0.55 0.29 31.2 C TR 349 1588 0.19 0:22 32.U' C 31.4 C Northbound L 261 1770 0.38 0.63 13.4 B TR 1975: '3516 -0.99 0.56 ::39.4. D 38.1 D Southbound L 234 1770 0.29 0.63 20.8 C TR 1969 3516 0.67 0.56 17.3 B 17.5 B Intersection Delay"- 29.8•' (sec/veh) Intersection LOS - C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive . Loveland, CO 80538 Phone: (970) 669-2061 Far.: (970) 669-5034 E-Mail: mdelich@frii.com Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date -Performed: 7/12/01 Analysis Time Period: )pm Intersection: 4 lmberline/Access C Area Type: All u0er areas Jurisdiction: Fort Collins Analysis Year: shot icnq kqr total Project ID: 0140 East/Went Street North/South Street Acce s s.0 Timberline Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach .Lane Group Flow Rate Grp Capacity Is) v/c g/C Delay LOS .Delay LOS Eastbound_-- ..: ... L 332 1770 0.25 0.27 28.5 C ' TR 317 1586 0.30 0.20 34i6 C 31.8 C Westbound L 327 1770 0.45 0.27 -30.2 C TR '318 1588 0.20 0.20 33.7 C 31.2 C Northbound L 304 1770 0.120.62 17.3 0 TR 1892 3504 0.88 0.54 26.2 C 26.0 C Southbound - L 304 1770 0.71 0.65 33.B C TR 2050 3535 0.93 0.58._ 27.0 C 27.7 C Intersee tion Delay - 27.4' (sec%veh) Intersection LOS".- C KCS2000: Signal'ized-Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@fEll.com OPERATIONAL ANALYSIS Analyst Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed:•?/I2/O1 Analysis Time Period: am pm Intersection: Timberline/Access C Area Type: All other areas Jurisdiction: Analysis Year: - Fort Ca ins shorton bkgrd total , Prr- - ID: -0140 East/Nest Street North/South Street Access C Timberline. HCS20' Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Access C Agency: Matthew J. Delich, P.E. - Area Type: All other areas Date: 7/12 1 Jurisd: Fort Collins Period: a p - Year : short ong bkgrtl tote Project ID: 140 SIN St: Access C - NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I :Eastbound I Westbound I Northbound I Southbound I I" L T R I L T R I L T R I L T R I I 1 No. Lanes 1 1 1 0 1 1 1 0 1 1 2 0 1 1 2 0 1 LGConfig I L TR I L TR I L TR i L TR I Volume 180 1 90 1140 1- 60 135 1470 105 1205 1790 15 1 Lane Width 112.0 12.0 112.0 12.0 ' 112.0 12.0 - 112.0. 12.0 1 RTOR Vol 1 - 0 1 0 I 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 - 3 4 1 5 - 6 7 8 EB Left A A - I NB Left A P Thru - A I Thru P Right - A I Right P Peds X 1 Peds X WB Left A A 1 SB Left:. A A P Thru A I Into A P Right A I Right A P Peds X I Peds X NB Right I EB Right SB Right - - I NB Right Green 6.0 20.0 6.0 4.0 54.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0' secs HCS2000: Unsignal izetl Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed:O1 Anal yet. Time Performed; lnter.ection: mberline/Access D Juri sdictiOn: Fort C Analysis Year: short kgrd tots Project ID: 0140 East/Nest Street: Access D North/South Street: Timberline Intersection Orientation: HS Study period (hr.): 0.25 vehicle Volumes and Adj ustaents Major Street: Approach Northbound Sou[Mountl' Movement 1 2 3 1 4 5 6 L T R 1 L T R Vol.. 20 1900 20 20 1390 -TO- Peak-Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 ...rly Flo. Rate, HFR 21 2000 21 21 - 1463 10 , Percent Heavy Vehicles 2 -- -- 2 -- '- Median Type undivided RT Channelized? Lane. 1 2 0 "1 2 0 Configuration L T TR ' L :No TR Upstream 514nal? .- .. . No ._ .. ._ . . . .. Minor Street: Approach We.tnound F+emouna Movement 7 8 9 1 -10 _ 11 12 - L T R L T R _ Volume 50 40 Peak Hour Factor. PHF 0.95 0.95 '! Hourly Flow Rate. HFR 52 42 _ Percent Heavy Vehicles 2 - 2 Percent Grade (1) 0 0 .. Median Storage Flared Approach: Exists? " Storage AT Chamelized? ___ . No .. .. ._ .. ... _ No _ .._ ... .:_.... .. Lanes 1 ..... 1'-. .. Configuration R R Delay, Queue Length, and Level of Service Appzoacn NB -SB Westbound Eastbound Movement 1 4 Move7 6 9 1 10 11 12 Lane Config L L I R I A Clmlv(vph) 454 278 289 417 e/c 0.05 0.UB 0.18 0.10 951 queue length 0.15 0.24 0.64 0.33 Control Delay 13.3 19.0 20.2 14.6 WE B c C B Approach Delay 20.2 14.6 Approach LOS C B HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. KCS2000: U..ign.lized Intez'.ectione Hal.... 4.2 TWO-WAY STOP CONTROL SUMMARY yet: Michael cy/Co.: Matthew J. DelicA. P.E. Performed: 7/12/01 .i. Time Period: - reaction: T' line/Acceae A 3diction: Fort Col ns ,.is Year: abortlcngbkgr to[el act ID: 0140 /Meat Street: Access A a/South Street: Timberline reaction Orientation: MS Study period (Its) 0.25.- vehicle Vol... and Adjustments r Street: Approach Northbound southnsand Movement 1 2 3 1 4 5 6 L T R I L T R Am 565 45 -Hour Factor, PHF 0.95 0.95 Iy Flow. Rate, HER 1647 47 ' xnt Heavy Vehicles -- - -- -- an Type Undivided nannelized? .2 0 igutetion T TR ream signal? No No r Street: Approach Westbound Eastbound Movement 7 B 9 1 10 11 12 L T. .R I L T R - V eHour Factor, PHF 0.95 ly Flow Rate, HER 21 ent Heavy Vehicle. 2 an, Grade (1) 0 a A. Storage ad Approach: Exists? Storage .. nannelized? No s 1 iguretion R Delay, Queue Length, and Level of Service oath NB so Westbound Eastbound sent 1 4 1 7 8 9 1 10 11 12 Config I R 1 0.06 rueua length 0.19 of Delay 15.6 C each Delay 15.6 oath LOS C HCS2000: Un.ignalized Intersections Release 4.1 w J. uslich ,a. J. Delich, P.E. KC52000: Unsignalized Intersection. Release 4.1 Tao -WAY STOP CONTROL SUMMARY ,at: - - Michael Matthew J. Del ich, P.E. Performed: 7//12/01 ,six Time Period: "ion; Timberline/Auceca 6 :diction: Fort Co 1'ns 1 Year: short bktot grd al ? ..ie ct 10: 01+0 'Nest Street: Acres. B _ ,/South Street: Timberline .section Orientation: NS --'- -- Study period IKaI: 0.25 vehicle Volumes and Adjustments ' Street: Approach Northbound Southbound Movement 3 2 3 1 4 5 6 L T A 71 L T R to 1565 4 Hour Factor, PHF 0.95 0.95 _ :y Flow Rate, HFR 1647 47 :nt Heavy vehicles -- -- -- -- n Type undivided .... . ... . ianneli'eed? - 2 0 figuration T TR :ram Signal? No No : Street: Approach Westbound Ea.thound Movement 7 8 9 ii 10 11 12 L- T RJ L T R ae 45 Hour Factor, PHF 0.95 :y Flow Rate, HFR 47 Mnt Heavy Vehicles 2 :nt Grade (4) 0 0 in Storage :d Approach: Exists? Stu teye Melized? No iqurati on a ' Delay, Queue Length, and Level of Service )ach NB SO Westbound Eastbound rent 1 4 1 7 8 9 1 10 11 12 Config R Ivph) 362 `0.13 lueue length 0.44 :.I Delay ..16.4 wcn Delay 16.4 ,ach LOS C MCS2600: Ousignalized Intersections Release 4.1 TWO -MAT STOP r SUMMARY f Analyst: Michael Agency/Co,: Matthew J. Delieh. P.E. Date Performed: V112101 Analysis Time Period (wpm Intersection: Timberline/Access B Jurisdiction: Fort C ins Jurisdiction: Year: shot Mon bkgr bo[a Project ID: 0140 , East/West Street: Access B North/South Street: Timberline Intersection Orientation: NS Study period Ihra1: 0.25 vehicle Volume. and Adjustments Major Street: Approach Northbound Soutm..d Movement 1 2 3 1 4 5 6 L T R I L T R Volume 1955 i .. . Peak -Hour Factor, PHF 0.95 0.95 ,. Hourly Flow Rate, HFR 2053 15 Percent Heavy Vehicles -- -- �- Median Type Undivided - . AT Channelized? - 1 Lane. 2 0 . Configuration T " To - upstream Signal? No. No Minor Street: Approach Westbound Eastbwnd - Movement 7 8 9 I 10 11 12 LT- R I L T R Volume 70 I Peak Hour Factor, PRE 0.95 Hourly Flow Rare, HER 73 Percent Heavy Vehicles 2 i Percent Grade I41 0 0 Median Storage Flared Approach: Exist.? ' Storage AT Chamelized? No Lanes Contiguration R I I Delay, Queue Length, and Level of Service..' - Approach .NB He Weetbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config - I R- I - v (vph), ,..73 .. .. C(m1 (vph) 281 v/t - - 0.26 . 95% queue lenych- 1.01 Control Delay 22.2 LOS C Approach Delay 22.2 Approach LOS _ .0 HC52000: Unai gnalized Intersection. Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. HC52000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Access C Agency: Matthew.JJ Delich, P.E. Area Type: -All'. other' areas Date: 7/12 U1- - Ju r is d: Fort_Coenllins _ Period: m Year : short bkgrd Cetal Pro j ert 40 - - - E/W St: Acees._C- NIS St: Timberline SIGNALIZED INTERSECTION 'SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L ' T R I L T R .I 1 No. Lanes I 1 1 0 I 1 1 0 I 1' 2 0 6 1 2 0 1 " LGConfig I L TR I L TR I L TP. I L. TR I Volume 175 1 30 1190 1 60 195 1B10 45 165 1200 5.5 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 B EB Left A A I NB Left A P Thru A I Thru P Right A I Right P Petls X I Pods X WB Left A A I SE Left A P Thru A Thru P Right - A Right P Peds M Pods .. - NB. Right I EB Right i SB Right I WE Right Green 6.0 22.0 - 6.0 56.0 Yellow 0.0 3.0 0.0 3.0 All Red 0.0 2.0 0.0 2.0 Cycle Length: 100.0 secs I HCS2000: Unsignalized Intersections Release 4.1 .• ,e w J. uelich +• yew J. Delict„ P.E. _.. I Intersection Performance SURm 'Appr/ Lane Adj Sat Ratios Lane p Approach Lane Group Flaw Rate _ -- Grp Capacity (a) v/c g/C Delay LOS Delay LOS L 195 1770 0.60 0.11 51.8 D T 1416 3539 0.97 0.40 43.6 D 31.7 D R 934 1583 0.40 0.59 11.3 B W A L 240 3433 0.46 0.07 46.1 D TR 1261 3504 0.74 0.36 31.9 C 33.4 C Northbound L 515 3433 0.95 0.15 69.6 E T 1345 3539 0.66 0.38 24.6 C 35.6 D R 776 1583 0.71 0.49 23.1 C Southbound L 124 1770 0.43 0.07 46.9 D T 1062 3539 0.85 0.30 39.3 D 36.5 D R 712 1583 .0.21 0.45 16.9 B Intersection Delay a 36.1 (sec/veh) Intersection LOS - D HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelichPfrii.com OPERATIONAL ANALYSIS- _ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: & pm Intersection:Timberline/Prospect Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent short Qa bkgr Cora Project ID: 0140 East/Nest Street North/South-Street Prospect Timberline W Intersection Performance Summary 4ppr/ Lane Adj Sat Ratios Lane Group Approach Lane Group "Flow Rate Gip Capacity (s) v/b g/C DelayLOS -.'Delay LOS - L ��w ••V 177 1770 0.77 0.10 62.9 E I 1274 3539 _.:0.84 0.36 34.4 C 33.1 C ,y 871 1583 0.83 0.55''25.7 -''C Westbound "' ' L 549 3433 0.89 0.16 57:7 E CR 1469 3498 1.02 0.42 57.0 E 57.2 E 9orthbound L 515 3433 0.91 0.15 74.5 E T 1132 3539 0.84 0.32 36.2 D 43.8 D R 823 1563 0.33 0.52 14.2 B Southbound - L 142 1770 0.41 0.08 45.7 D T 885 3539 -1.00 0.25 61-4. E 57.7 E R 617 1503 0.36 0.39 22.0 C Intersection Delay - 47.1 (se./veh) Intersection LOS a D HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 00538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich8frii.com Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am Intersection: Timberline/Prospect Area Type: All other areas Jurisdiction: Fort Collins An- 's Year: recent short long bkgrtl Cora P ID: 0140 East/Nest Street North/South Street Prospect Timberline HCS20' Signalized Intersections Release 4.1 - Analyst: Michael Inter.: Timberline/Prospect Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 11/11/00 Jurisd: Fort Collins Period: am pm Year : recent short long bkgrtl tote Project ID: 0140 E/W St: Prospect N/S St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound 1 I L T R I L T R I L T R I L T R I No. Lanes 1 1 2 1 i 2 2 0 I 2 2 1 1 1 2 1 LGConfig I L T R I L TR I L T R I L T R Volume 1130 1020 690 1465 1310 110 1475 900 260 155 840 210 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1. 0 1 Duration 0.25 Area Type: All other areas _Signal Operations _ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A A Thru_ P I Thru A A - Right P I Right A A Peds X I Peds X WB Left A A I SB Left A - Thru A P 1 Thru A Right A P I Right A Pads X I Reds X NB Right A A I EB Right A A SB Right A I WB Right Green 9.0 6.0 36.0 7.0 7.0 25.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs RCS2000: Unsignalized lntersectiona Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew .7. Delich, P.E. Date Performed: 7 12/01 Analysis Time Period: am pm ., Intersection: vmberl ins/Access A Jurisdiction: Fort CgIJj.Va Analysis Year: short o[a kgrd l Project ID: 0140 0 East/Heat Street: Access A North/South Street: Timberline Intersection Orientation: NS Study period Ihrs1: 0.25 Vehicle Volumes and Adjust ... te Major St test: App[oach Northbound Southbound Movement 1 2 3 1 4 5 6- L T A I L T R volume ., Zola 15 Peak -Hour Factor, PHI 0.95 0.95 Hourly Flow Rate, HFR 2115 15'- -" Percent Heavy Vehicles -- '- -- -- Martian Type undivided RT Channelized? Lanes 2 0 Configuration T TR Upstream Signal? No No Minor Street: Approach westo... Eastbound - �Movement 7 8 9 1 10 11 12 L T R I L T R Peak Hour Factor, PHF 0.95 Hourly Flow Pate, HFR 31 Percent Heavy vehicles 2 Percent Grade (1) 0 0 Median Storage Flared Approach: Exists? Storage RT Channelized? No Lane Configuration A Delay, Queue Length, and Level of Service Approach NS SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config I R I C1m1 (sph) v/c a,u 0.11 95% queue length 0.38 Control Delay 20.1 LOS C Approach Delay 20.1 Approach LOS C RCS2000: Unsignalized Intersections Release 4.1 Matthew J. Dellcn Matthew J. Delich, P.E. HCS2000: Ondignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY .yet Michael - .cy/CO.: Matthew J. Delicb, P.E. - - Performed: of , sec Time Period- r ciao: ke/Acceea N adiction: Fo Collins .arts Year: hott ong Dkqr Otel art ID; 0140 /Weet Street Drake h/South Street Access N " section orientation: EW Study period (hr.): 0.25 Vehicle Volumes and Adjustments r Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R me 00 1200 190 20 :-Hour Factor, PHF 0.95 0.95 - 0.95. 0.95 . ly Flow Rate, HER 105 210 200 21 ant Heavy Vehicles 2 -- -- -- -- n Type TWLTL 'harm. lined? s 1 1 1 0 'igeation L T TR " r Signal? HO No Street: Approacn Northbound southbound Movement 7 8 9 1 10 11 12 L T R I L T A . Hour Factor, PHI 0.95 0.95 ly Flow Rate. MRS 21 136 ant Heavy Vehicles 2 2 ant Grade (1) 0 0 en Storage 1 d Approach: Exists? No Storage hannelized? 0 0 iguration LR oath DEB Queue Length, NorthboundLevel at Service Southbound ment 1 4 1 7 8 9 1 10 11 12 Config L I I LR (,ph) 134E 762 0.08 0.21 queue length 0.25 - 0.77 01 Delay 1.9 10.9 A B oath Delay 10.9 oach LOS 8 HCS2000: Unsignalized Intersections Release 4.1 hew J. Delich hew J. Delich, P.E. APPENDIX G HCS2000: Unaignalizetl Inceraec:ions Release 4.1 TWO -NAY STOP r SUMMARY 1 e Analyst Mattel ' Agency/Co.: 'Matthew J. Da11U. P.E. - -' Date Performed: 7/1 1 Malylet....o Time Period: am Interdiction: Drake/Acceea tl - Jurisdiction: Collins Analysis - '- - ecYear: nor long bkgr tot Project IDEas: Street: North/Sou/West Street: Drake " North/South Street: Access X Intersection Orientation: EN Study period (hrs): 0.25 Vehicle Volumes and Adjuatmenta Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 125 170 325 20 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Bate, HFR 131 176 342 21 Percent Heady Vehicles 2 -- -- -- -- Median Type TWLTL AT Cnathelized? lane. 1 1 1 0 - Configuration L T TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 .11 12 L T R I L T R Volume 20 130 Peak Hour Factor, PHF 0.95 0.95 , Hourly Flaw Race, MM ._-21 - 136 - .. ... Percent Heavy Vehicles 2 2 Percent Grade (e) 0 Median Storage I - Flared Approach: Exists? No Storage -- AT Channelized? Lane. 0 0 Configuration LR Delay, queue Length, and Level of Service Approach EB WB Northbound. Southbound Movement 1 4 1 1 8 9 1 10 11 . 12 Lane Config L I 1 .LR v (vph) 131 157 C(m) (vph) 1196 641 - v/c 0.11 0.24 95% queue length 0.37 - 0.96 Control Delay 0-4 12.4 LOS A H Approach Delay .12.4 Approach LOS - B HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Prospect Agency: Matthew;J.. Delich, P.E. Area Type: All, -other -areas Date: 11/17/00 """ Jurisd: Fort Collins Period: m pm. Year i recent; -short ong bkgr total Project : 0140 E/W St: Prospect - NIS St: Timberline _ SIGNALIZED INTERSECTIONSUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I No. Lanes I 1 2 1 I 2 2 D I 2 2 1 I 1 2 1 I - LGConfig I L T R I L TR I L T R I L T R I Volume 1125 1305 355 1105 630 60 1465 840 525 ISO 860 145 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 0 1 Duration 0.25 Area Type: All of her areas _ Signal Operations Phase Combination 1 2 3 4 1 5 6 7 9 EB Left A A I NB Left A A - Thru A P I Thru A A Right A P I Right A A - Peds x I Peds x WB Left A I SB Left A Thru P I Thru A Right P I Right A Peds X I Peds x NB Right A I EB Right A A SB Right A A I WE Right Green 6.0 4.0 36.0 6.0 8.0 30.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs TWO -NAY STOP CONTROL SUMMARY Anal : Michael . igency/Co. Matthew J. Galion, P.E. 'te Performed: 2/01 Analysis Time Period: P Intersection: `Tfrort lok /Access F 3uriedi Ction: FO Collins %Aalysis Year: ng bkgrd total Project ID: 0140 East/West Street: Drake forth/South Street: Acc<aa F Ir ton Orientation: EW Study period (hrs): 0.25 Vehicle Volumes sad Adjustments Major atzeet: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R._I L T R Pam Hour Factor, PHF 0.95 0.95 1.urly Flow Rate, RM 568 5 Percent Kean Vehicle- -- -- -- motion Type Undivided RT Channelized? NO Lane. ""1' I :onfiguration T B Jp.tream Signal? No No Minor Street: Approach Norchboun Souththend Movement T B 9 1 10 11 12 L T R I L T R Peak Houz Factor, PHF - 0.95 Hourly Flow As te, FUR 63 Percent Heavy Vehicles 2 Percent Grade (1) 0 0 Median Storage Flared Appzoa ch: Exists? Storage AT Chance" Zed? No Lanes Configuration - A Delay, Queue Length. and Level of Service Approach EB WB Northkound SDu[hbound Movement 1 4 1? 8 9 1 10 11 12 Lane Config I I A C(mIr(vph) 865 0.07 v/c 951 queue length 0.24 Control Delay 9'5 LOS A 'Approach Delay 9-5 Approach LOS A HCS2000: Unaignalized lntereeceicns Release 4.2 Matthew J. Delich Matthew J. De lick. P.E. MC52000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael - - Agency/Co.: Matthew J. Delich, P.E. - Dace Performed: JJ((l2/01 Analysis Time. Pe[aod/ary pm Inter.ect-- `66 ke/Access G _ - Jurisdiction:' Fo-oz Collins - Analysis Year: enoz long bkgr tot Project ID: 014D East/Nest Street: Drake _ North/South Street: Arco.. G Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound westbound Movement 1 2 3 1 4 5 6 L T R L T A volume 0 305 490 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate. HFP 10 321 515 5 Percent Heavy vehicles 2 -- -- -- -- Median Type TWLTL AT Channelized? Lane. 1 1 1 0 configuration L T TR Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement ? 8 9 1 1D 11 12 L T R I L T P Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, MIA 10 57 Percent Heavy vehicles 2 2 Percent Grade (1) 0 0 Median Storage I Flared Approach: Exists? Storage RT Channelized? No Lanes Configuration L R Delay, Queue Length, and Level of Service Approach ES WB Northbound Scuthbound Movement - 1 4 1 T 8 9 1 10 11 12 Lane Config L I I L R . C 1 1046 442 558 0.01 0.02 0.10 91- a length 0.03 0.07 0.34 Coot- Delay 9.5 13.3 12.2 LOS A 0 B Approach Delay 12.4 Approach LOS B HCS2000: Unsignalized Interaectiona Pairs,. 4.3 1AY STOP CONTROL SUMMARY Analyst: , 1 Agency/Co.: Ma._.,ew J. Delich, P.E. Date Performed: 7/12/01 Analysis Time Period: am Intersection: Dz /Acres' F Jurisdiction: F Collins Analysis Tear: long bkgr total Project ID: 0140 East/Meet Street: Grate North/South Street: Access F Intersection Orientation: EW Study period (hrs): 0.25 ..Vehicle Vol tee. and AdjustmentsMajor Street: Approach E..[Werd Westbound Movement 1 2 3 1 4 5 6 L T R I L T R 1 �r Volume _ _ _._e _ 585 5 Peak -Hour Facto[, PHF" 0.95 0.95 Hourly Flow Rate, HFR a 615 Percent/ Heavy Vehicles -- -- -- -- Median Type- Undivided ~ AT Channelized? - '° No Lane. - 1 1 1, Configuration. T A /' Upstream Signal?"` _. 'No F'" No M Minor Street: Approach Nort Mound �Sou[hDound -"Movement - -'d 9 9 1 10`., lkr 12 T j R I L-',v'rT A Volume, - ys 30 Peak Hour Factor: PHF v 0.95 Hourly Flow Fate, HM _ 31 _ Vs Percent Hess yj iclee - 2 Percent Grade (a1.''�D 0 Median Storage Flared Approach: Estate? , Storage j AT Channelized?'. 1 No Lane. ve Configuration` ✓ A Delay, Queue Length, and Level of Service Approach EB wB NoriMOund Southhound Movement 1.,' 4 1? 8 9 1 10 11 12 Lane Config I I R v (Vph)' 31 C(a) (vph) 849 v/c 0.04 95% gu..e.fan,th 0.11 Control Delay 9.4 LOS A Approach Delay 9.4. Approach LOS A HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. n. IICS2000: UUSIgnalitad Intersections Release 4.1 TWO -NAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 7/12 01 "-- AnalySle Time Period: am Intersection: Drake/Access G Jurisdiction: F Collins Analysis Year: short long bkgrd Project ID: 0140 Is Street: Drake North/South Street: Access G Intersection Orientation: EW Study period Ihr-I: 0.25 Vehicle Volumes and Adjustments - Major Street: Approach Eastbound W..tb..d Movement 1 2 3 1 4 5 6 L T R 1 L T A Volume 40 450 0 5 Peak -Hour Factor, PHF 0.95 0.95 '0.95 0.95 Hourly Flow Rate, HER 42 473 509 5 Percent Heavy Vehicles 2 -- -- -- Nadi.. Type TWLTL AT ❑harnelized? Lanes - - 1 1 1 0 Configuration L T TR Upstream Signal? No No Minor Street: Approach NorthbourA - Southhhind _ Movement ? .0 9 I 10 -11 . 12 .. .L T R L .. T. R Peek Hour Factor, PHF 0.95.,. . 0.95 Hourly Flow Rate, HFR 5 31 Percent Neavy.Vehicle. _ _. ..2 _ _._2 Percent Grade M 0 0 Median Storage 1 Flared Approach: Exists? Storage AT Channelized? No Lanes '1 1 Configuration L R ' Delay, Queue Length, and Level of Service Approach EH NB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 ' 12 Lane Config L I I L A v lvpnl C(m) (vph) 982 31? 506 v/c 0.04 0.01 0.06 951 queue 'length 0.13 0.04 0.20 Control Delay 8.8 15.5 12.6 LOS A C B Approach Delay 13.0 Approach LOS B RCS2000: Unsignalized Intersections Release 4.1 Marthew J. Delich Matthew J. Delich, P.E. KCS2000: Unsignalized Intersection. Raleaae 4.1 Matthew J. Delich Matthew J. Gallen, P.E. HCS2000: Signalized Intersections Release 4.1 .yst: Michael Inter.: Timberline/C. icy: Matthew J. Delich, P.E. Area Type: All other areas 11/17/00 Juriad: Fort Co Ili s - .od: mm pm Year : recent short bkgzd<2total sect ID: 0140 St: Custer NIS St: Timberline _ SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I I_ 1 --I ----I Lanes I 0 1 0 I 1 -1T- 1 1 2 1 1 1 2 0 1 )nfig, I LTR I L TR I L T R I L TR I me 15 1 15 1160 1 110 110 1335 60 140 1375 5 I Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 I 1 Vol 1 0 1 0 1 0 1. 0 3tion 0.25 Area Type: All other areas Signal Operations :e Combination 1 2 3 4 1 5 6 7 8 Left A I NB Left A P Thru A I Thru P Right A Right P Peds X Peds X Left A I SB Left A P Thru A I Thru P Right A Right P Peds X Peds X Right I EB Right Right I WB Right sn 28.0 6.0 56.0 low 3.0 0.0 3.0 Red 2.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 yst: Michael Inter.: Timberline/Custer cy: Matthew J. Delich, P.E. Area Type: All other areas 11/17/00 Jurisd: Fort Collins ..od: am(g) Year : recent short bkgr total act ID: 0140 St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I_ I___ I_ I___ I Lanes I 0 1 0 I 1 1 0 1 1 2 1 1 1 2 0 i mfig I LTR I L TR I L T R I L TR I me 15 1 15 1105 1 85 115 1275 170 1115 1470 30 1 Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 1 t Vol 1 0 1 0 1 0 1- 0 1 Otion 0.25 Area Type: All other areas Signal Operations :e Combination 1 2 3 4 1 5 6 7 8 Left A I NB Left A P Thru A I Thru P Right A Right 'P Peds X Peds. X Left A I SB Left A P Thru A I Thru P Right A Right P Peds X Peds X Right I EB Right Right I WS Right m 28.0 6.0 56.0 Low 3.0 0.0 3.0 Red 2.0 0.0 2.0 Cycle Length: 100.0 secs Intersecti rformance Summary Appr/ Lane Adj Sat -.os Lane Group Approach Lane Group Flow Rate Grp Capacity (a) VIC g/C Delay LOS Delay LOS Eastbound LTR 451 1610 0.05 0.28 26.3 C 26.3 C Westbound L 401 1394 0.42 0.29 29.4 C TR 444 1506 0.26 0.28 28.3 C 29.0 C Northbound , L 234 1770 0.05 0.63 12.4 B T 1902 3539 0.71 - 0.56 18.2 B 17.8 B R 886 1583 0.07 0.56 10.2 B Southbound L 242 1770 0.17 0.63 12.7 B TR 1981 3537 0.73 0.56 16.9 S 18.7 B Intersection Delay - 19.3 (sec/vehl Intersection LOS - B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.00m OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: m pm Intersection: imberline/Custer Area Type: All other areas Jurisdiction: Fort Collins , Analysis Year: recent (ED.bkgr total Project ID: 0140 - East/West Street North/South Street Custer Timberline Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group. Approach Lane Group " Flow Rate " Grp Capacity - ,-(a)- v/c g/C _'Delay LOS,-- Delay LOS Eastbound - - LTR 452 1615 0.05 0.28 26.3' ..0 26.3 C Westbound - L 401 1384 0.28 0.29 27.0 C TR 444 1586 0.20 0.28 27.7 C 27.7 C Northbound L 234 1170 0.07 0.63 14.1 B T 1902 3539 0.68 0.56 17.5 B 16.7 B R 886 1583 .0.20 0.56 11.4 B Southbound L 256 1770 0.47 0.63 14.6 B TR 1980 3535 0.79 0.56 20.6 C 20.1 C Intersection Delay - 19.1 (aec/veh) Intersection LOS - B BCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (9701 669-5034 E-Mail: mdeli.h@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am® Intersection: Timberline/Custer Area Type: _ All other areas Jurisdiction: Fort Collins Analysis Year: recen short bkgr total Project ID: 0140 East/West Street North/South_Street Custer Timberline HCS2000: Signalized Intersections P'-ase 4.1 Analyst: Michael Inter.: 1 :line/Drake Agency: Matthew J. Delicb, P.E. Area Type: all other areas Date: 11/17/00 Jurisd: Fort Coll '.Period: /a'mpm Year : recen shototal r long bkgr P roject`a u: 0140 E/W St: Drake NIS St: Timberline _ SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I_ I_ I No. Lanes 1 2 2 0 1 1 2 0 1 2 2 0 1 1 2 0 1 LGConfig I L TR 1 L TR I L TR I L TR i Volume 1310 150 435 1130 290 180 1320 1060 70 195 855 250 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 I 0 1_ 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A I NB Left A A Thru A A I Thru A P Right A A I Right A P Peds X I Pads X WS Left A 1 SB Left A Thru A I Thru P Right A I Right P Pads X I Peds X NB Right I EB Right SB Right I WB Right Green 9.0 6.0 20.0 9.0 4.0 42.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs 40 HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Drake Agency: Matthew J. Delich, P.E. Area,Type: .All other areas Date: 11/11/00, Jurisd:'Fort'Coil i .. Period: am pm .. Ye ar .: v: recent 'shb rt long bkgr total Project ID. 40 .. .- --�71- E/W St: Drake NIS St:'Ti mberline SIGNALIZED' INTERSECTION:SUMMARY I Eastbound. I Westbound [_-'Northbound I Southbound I L T R- - I L T. R I. -L__ T R .1 L, T R No. Lanes I2 2 0 I 1 2- 0 I 2 . 2 0 I 1 2 0 I LGConfig I L TR I-L TR I L. TR I L TR I Volume 1290 245 350 1105 295 190 1355 920 90 1155 1140 310 1 Lane width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1' 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas - Signal Operations Phase Combination 1 2 3 4 1 5 6 7 0 EB Left A A I NB Left A Thru A A I Thru P Right A A I Right P Peds X I Peds X WE Left A I SB Left A Thzu A I Thru P Right A I Right P Peds X I Ped. X NB Right I ES Right SB Right I WB Right Green 7.0 4.0 19.0 12.0 4B.0 Yellow 0.0 0.0 3.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 2.0 Cycle Length: 100.0 secs reaction Performance Summary Appr/ Lane at Ratio. Lane Group Approach Lane Group Fly date Grp Capacity (a) v/Delay LOS Delay LOS - L 549 3433 0.71 0.16 44.0 D TR 818 3145 0.75 0.26 38.0 D 40.3 D Westbound L 177 1770 0.77 0.10 62.9 E TR 667 3336 0.74 0.20 42.0 D 46.5 D Northbound L 481 3433 0.70 0.14 45.5 D TR 1613 3506 0.74 0.46 23.9 C 28.7 C Southbound L 177 1770 0.56 0.10 47.1 D TR 1436 3419 0.81 0.42 30.5 C 31.8 C Intersection Delay = 34.8 (sec/veh) Intersection LOS e C BCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 00538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: l /17/00 Analysis Time Period: ovp. Intersection: Timberline/Drake Area Type: - All other areas Jurisdiction: Analysis Year: Fort Collins recent or long bkgr total Project ID: 0140 East/West Street North/South Street Drake Timberline Intersection Performance Summary Appr/' Lane--` Adj Sat +-Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (a) v/c g/C Delay LOS Delay LOS . L 412 3433 0.74 0.12 49.5 D TR 742 3227 0.84 0.23 45.6 D 46.9 D Westbound L 142 1770 0.78 TR 633 3331 0.01 Northbound L 446 3433 0.84 TR 1676 3492 0.63 Southbound L 230 1770 0.71 TR 1644 3426 0.93 Intersection Delay = 39.5 0.08 69.2 E 0.19 46.4 D 50.5 D 0.13 55.7 E 0.48 21.3 C 30.2 C 0.13- 51.4 D 0.48- 35.0+ D 36.6 0 (sec/veh) Intersection LOS - D HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich _ Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 -� Fax- 1970)`669-5034 E-Mail: mdelich@frii.com .. Analyst: Michael _. Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/100 Analysis Time Period: am Intersection: Timberline/Drake Area Type: All other areas Jurisdiction: Analysis Year: Fort Col - recent shor long bkgrd total Project ID: 0140 East/West Street North/South Street Drake Timberline HC52000: Ufuignalizad Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY HCS2000: Unsignalited Intersections Release 4.1 TWO-WAY STOP C L SUMMARY R at: Micheal y/Co.: Matthew J. Galion, P.E. Perfo read: 7/12/01 'a Time Period: section: amberline/A..... D diction: Foy Collins .is Year: on ong bkgr otal or ID: 0140 West Street: Accede D /South Street: Timberline .section Orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Street: Approach Northbmund Southbound Movement 1 2 3 1 4 5 6 L T R I L T R us 20 1595 20 20 1130 10 Hour Factor, PHF 0.95 0.95 0.95 0.95 0-95 0.95 .y Flow Rate, HER 21 167e 21 21 1189 10 mt Heavy Vehicles 2 -- -- 2 :n Type Undivided annelized? - 3 01 Z 0 iguration L T TR L T TR seam Signal? No No r Street: Approach Westbound Eaa[bmund Movement ? 8 9 I 10 11 12 L T A I L T R Hour Factor, POE 0.95 0.95 IF Flow Rate, HER 52 42 ant Heavy Vehicles 2 2 ant Grade (;1 0 0 an Storage ad Approach: Exists? Storage nannelized? - No No 1 1 iguration R R Delay, Queue Length. and Level of Service oacn NB 58 Westbound Eestbous'l ment 1 4 1? 8 9 I 10 11 12 Config L L I A A ph) (vph) 21 578 21 371 52 358 42 499 0-04 0-06 0.15 0.08 queue length 0.11 0.18 0.50 0-27 .rot Delay 11.5 15.3 16.0 12.9 8 C C B ..on Delay 16.8 12.9 oath LOS C B HCS2000: Unsignalized Intersections Release 4.1 :hew J. Delich hew J. Delich, P.E. HC52000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Lyst: Michael Icy/Co.: - Matthew J. Delich. P.E. r Performed: 7/12/01 - lya5e Time Period:�pm :[section: mberline/Access E Ledictlon: F t Collin, lysia Tear: shot long bkgrtl oral ject ID: 0140 :/West Street: Access E :Nsounh street: Timberline xrsectloA orientation: Ns Study period (hrs): 0.25 Vehicle Volume. and Adjustments or Street: Approach Northbound Southb.ord Movement 1 2 3 1 6 5 6 L T R I L T R <-Hour Factor, PHF 0.95 0.95 0.95 0.95 - rly Flow Rate,. HER 1678 15 1226 5 ent Heavy Vehicles -- -- -- is. Type Undivided ]hannelized? • 2 0 2 0 figuration T TR T TR :teem Signal? No No ar Street: Approach Westbound Eastbound Movement J 8 9 1 10 11 12 L T R I L T R < Hour Factor, PHF 0.95 D.95 :ly Flow Rate, HER 42 36 :ant Heavy Vehicles 2 2 :ent Grade (11 0 - 0 Leh Storage - ,ad Approach: Exist.? Storage .hannelized? No No as 1 figuration A R Delay, Queue Length, and Level of Service ..on NO SR Westbound Eastbound went 1 4 1? 8 9 1 10 11 12 r Config I R I R I (vph) 360 489 0.12 0.07 queue length 0.39 0.24 :rol Delay 16.3 12.9 C 8 :oath Delay 16.3 12.9 :oacn LOS C 8 Analyst: Michael Agency/Co.: Matthew J. Galion, P.E. Date Performed: 7/12 OS Analysis Time Period: a Intersection: Timberline/Access D Jurisdiction: F Collins Malyais Year: long b4gr cot al Project ID: 0140 East/West Street: A..... D North/South Street: Timberline Intersection orientation: NS Study period (hn): 0.25 Vehicle Volumes and Adjoatmenta Me3or Street: Appeoach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R L T R Volume 75 1235 60 85 1505 30 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 Hourly Flow Rate, HER 78 1300 63 89 1668 31 Percent Heavy Vehicles 2 -- - 2 Median Type Undivided AT Channelized? Lane. 1 2 0 1 2 0 Configuration L T TR L T TR Upstream Signal? ' No No Minor Street: Approach Westbound Eastbound Movement ? 8 9 1 10 11 12 L T R L T R Peak Hour Factor, PHF 0-95 0.95 Hourly Flow Rate, HER 31 21 Percent Heavy Vehicle. 2 2 Percent Grade (t) 0 0 Median Storage - Flared Approach: Exists? Storage RT Channelized? No No Lanes Configuration R R . Delay, Queue Length, and Level of Service Approach NO SO Westbound Eastbound Movement 1 6 1? 6 9 1 IS 11 12 Lane Config L L i R I A v (aph) 76 89 31 - 21 C(m) (vph) 371 500 _ e49 e/c 0.21 0.10 0-07 0.06 951 queue length 0.78 0.64 0.22 0.19 Control Delay 11.3 13.8 13.6 15.7 LOS C R B C Approach Delay 13.6 15.7 Approach LOS H C HC52000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. Q,2 HCS2000: Unsignalited Intersections Release 4.1 TWO -NAY STOP CONTROL SUMMARY Analyse: Michael Agency/Co.: Matthew J. Delich, P.E. Dec. Performed: - .1. 7/12 O1 Analysis Time Peric_tl: Intersection: Tim lline/Access E Jurisdiction: - F Collins Malyais Year: hort long bkgrd total Project ID: 0140 - East/West Street: Access E ` North/Sculh Street: Timberline Intersection orientation: NS Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Sau[hboun0 Movement 1 2 3 1 6 - 5 6 L T R L T R Volume 1350 50 1585 25 Peak -Hour Factor, PHF. 0.95 0.95 0.95 0.95 Hourly Flow Rate, HER 1421 52 1668 26 -Percent Heavy Vehicles -- -- -- --- Median Type Undivided AT Channelized? Lane. 2 0 2 0 Configuration T TR T TO Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement ? 8 9 I 10 11 12 L T R I L T R Volwe 20 20 Peak Hour Facto[, PHF 0.95 0.95 Hourly Flow Rate, HER 21 21 Percent Heavy Vehicles 2 2 Percent Grade (6) 0 0 Median Storage Flared Approach: Exists? Storage AT Channelized? No No Lane. 1 1' Configuration R R Delay, Queue Length, and Level of Service Approach NO SO westbound Eastbound Movement 1 4 1 T 8 9 SO 11 12 Lane Config B I A v (vph) 21 21 C(m) (vph) 417 360 v/c 0.05 0.06 951 queue length 0.16 0.19 Control Delay 14.1 15.6 LOS B - C Approach Delay 14.1 15.6 Approach LOS B C - HCS2000: Unsignalized Interaacticna Misses 4.1 :hew J. Delich :hew J. DeItch, P.E. HC52000: Unsignalited Intersections Release 4.1 Matthew J. Delicn Matthew J. Delich, P.E. I HCS2000: Signalized Intersections Re' +e 4.1 .nalysU Michael Inter.: Ti,. .ine/Access C agency: Matthew J. Delich, P.E. Area Type: All other areas late: 7/12/01 Juriad: Fort Collins 'eriod: ®pm Year hart long bkgr total ,roject ID: 0140 I/W St: Access C N/S S[: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound j I L T R I L T R I L T R i L I I I I No. Lanes 1 1 1 0 I 1 1 0 I 1 2 0 ',GConfig I L TR I L TR I L TR I L TR I lolume 175 1 30 1190 1 85 195 1505 45 165 940 55 1 Lane Width 112.0 12.0 112.0 12.0 .. 112.0 12.0 0 112.0 12.0 0 1 RTOR Vol 1 0 1 0 1 Ouraticn 0.25 Azea Type: All other areas Signal Operations ?hose Combination 1 2 3 4 1 5 6 7 8 eB Left A A I NS Left A P Thru A Thru P Right A I Right P Peds X I Peds X WB Left A A I SB Left A P Thru A 1 Thru P Right A I Right P Peds X I Peds X NB Right I EB Right 3B Right I W8 Right Green 6.0 24.0 6.0 54.0 Yellow 0.0 3.0 0.0 3.0 All Red 0.0 2.0 0.0 2.0 Cycle Length: 100.0 seta E HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Access C Agency: Matthew J. Delich, P.E. Area Type: -All other areas Date: 7112/01 - - Juriad':-Fort^Collins' Period: am Year hurt d:ddg;_bkgrd otal .., Project Icc 140 a•li E/W St: Access C N/S St:'Timbetline SIGNALIZED INTERSECTION'SIMMARY I Eastbound I Westbound I- Northbound 1' Southbound 1 I L T R I L T R I L_'--T R I L T R I I I No. Lanes I 1 1 0 1 1 1 0 1 1 2 0 1 1 2 0 1 LGConfig I L TR I L TR I -L TR I L TR I Volume 180 1 90 1140 1 60 135 1125 105 1205 1475 15 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal operations Phase Combination 1 2 3 4 1 5 6 7 B EB Left A A I NB Left A P Thru A I Thru P Right A I Right P Peds X I Peds X - WB Left A A I SB Left A A P Thru A Thru A P Right A Right A P Peds X I Petls X NB Right I ES Right SB Right I WS Right Green 6.0 22.0 6.0 4.0 52.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs Fax: (970) 669-5034 rsection Performance Summary App./ Lane , at Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (a) v/c g/C Delay LOS Delay LOS L 380 1170 0.21 0.31 25.3 C TR 3B2 1592 0.09 0.24 29.6 C 26.6 C westbound L 392 1170 0.51 0.31 28.1 C TR 301 1586 0.24 0.24 30.9 C 29.0 C Northbound L 321 1770 0.31 0.61 11.2 B TR 1903 3524 0.06 0.54 24.9 C 24.1 C Southbound L 233 1770 0.29 0.61 18.3 B TR 1895 3510 0.55 0.54 16.2 B 16.4 8 Intersection Delay = 22.0 Isec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 E-Mail: mdelich@frii.co. OPERATIONAL ANALYSI: Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 7/12/01 Analysis Time Period: �Fm Intersection: l�l mbe rline/Access C Area Type: - All other areas Jurisdiction: Analysis Year: F t Collins hort long bkgr total Project ID: 0140 East/West Street North/South Street Access C Timberline 'Ib Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate , Grp Capacity Is) v/c g/C Delay LOS Delay LOS L 359 1770 0.23 0.29 26.9 C TR 349 1586 0.28 0.22 32.8 C 30.1 C Westbound L 353 1770 0.42 0.29 26.4 C TR 349 1508 0.18 0.22 32.0 C 29.5 C Northbound L 305 1770 0.12 0.60 12.8 B TR 1817 3494 0.71 0.52 20.7 C 20.5 C Southbound L 313 1770 0.69 0.63 27.7 C TR 1979 3534 0.79 0.56 19.7 8 20.7 C Intersection Delay - 21.6 (sec/veh) Intersection LOS - C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelichBfzii.com Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 7/12/01 Analysis Time Period: - am 0 Intersection: Timberline/Access C Area Type: All other areas Jurisdiction: Analysis Year: Fart Collins shor long bkgr total Project ID: 0140 East/West Street North/South Street Access C Timberline MCS2000: Unaignalizvd Intersections Release 4-1 TWO-WAY STOP CONTROL SUMMARY HCS2000: Unaignalized Intersections Release 4.1 TWO-WAY STOP IL SUMMARY .yat: Michael icy/Co-: Matthew J. Delich. P.E. Performed: 7/12/01 yeeis Time Period: �..Lion: line/Actesa A salctlon: E Collin ylle Year: oho[[ long bkgrtl c0[al act I0: 0140 ./West Street: An.... A h/South Street: Timberline reaction Orientation: NS Study period IKr.): 0.25 Vehicle Volumes and Adjustments •r Street Approach Northbowd Southbound Movement 1 2 3 1 4 5 6 1 T R I L T R 1?05 15 :-Hour Factor, PRY 0.95 0.95 'ly Flow Rate, HER 1794 15 .ant Heavy Vehicles -- -- -- -- n Type Undivided Channelized? 2 0 'iguration T TR .ream Signal? No No m Street: Approach Westbound Eastbound Movement ? 8 9 1 10 11 12 L T R I L T R mas u -. Hour Factor, PHF 0.95 'ly Flow Rate, HER 31 .ant Heavy Vehicles 2 ant Grade pl 0 0 n Storage ad Approach: Exists? Storage h.nnelized? No iguracion R Delay, Queue Length, and Level of Service Vann NB SB We.tbound Easthound ment 1 4 1? B 9 1 10 11 12 Config I R I (vph) 335 0.09 queue length 0.30 rol Delay 16.0 C dean Delay 16.0 Bach cos C HCS2000: Unaignalized Intersections Release 4.1 hew J. Delich hew J. Delich, P.E. BCS2000: UnsignalizeE Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Yet: Michael cy/CO:: Matthew J. Delich, P.E. Petfozmad: 7/12101 Time Period: �pm .Lion: Timberline/Access B rse. sdi ction: Fo t Collins Yale Year: long bkgrd o[al act ID: 0140 /West Street: Access R h/South streets Timberline *.action Orientation: NS Study period (hr.): 0.25 Vehicle Volumes and Adjustments r Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T A me 1650 15 -Hour Factor, PNF 0.95 0.95 ly Flow Pate, HFR 1736 15 ant Heavy Vehrclaa -- -- -- -- n Type Undivided hannelized? 2 D iguration T TR rem Signal? No No r Street: Approach Westbound Eastbound Movement ? 6 9 1 10 11 12 1 T R I L T A mHour Factor, PHF 0.95 ly Flow Rate, HFR 73 .at Heavy Vehicles - 2 ant Grade (1) 0 0 an Storage ad Approach: Exists? - Storage hannelized? No iguracfon R Delay, Queue Length, sad Level of Service ach NB SB Welihound Eastbound ment 1 4 1? 6 9 1 10 11 12 Config I R I (Yph) 348 0.21 queue length 0.78 1 Delay 18.1 C oath Delay -19.1 oath LOS C Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: ?/12 1 Analysis Time Period: m Intersection: Ti rline/Accesa A Jurisdiction: F Co llina Vial Analysis year: hori long bkg[tl Project ID: 0140 East/Nest Street: Access A North/South Street: Timberline Intersection Orientation: NS Study period (Kra): 0.25 Vehicle Volumes end Adjost... ta Major Street: Approach Northbound SOuthbo.ad Movement 1 2 3 1 4 5 6 1 T R 1 L T A Volume 1220 45 Peak -Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HFR 1284 47 Percent Heavy Vehicles -- -- -- -- Median Type Undivided AT Chawelited? Lanes 2 0 Configuration T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement ? B 9 1 10 11 12 L T A I L T R Peak Hour Factor, PHF 0.95 Hourly Flow Rate, HFR 21 - Percent Heavy Vehicles 2 Percent Grade 1\I 0 0 Median Storage Flared Approach: Exists? Storage RT Channelized? No Lanes 1 Configuration R Belay, Queue Length, and Level of Service Approach NB SB We.tbound Eastbound Movement 1 4 1? 8 9 1 30 it 12 Lane Config 1 R v (mph) 21 C lml (vph) 459 v/c 0.05 95% queue .length 0.14 Control Delay 13.2 LOS B Approach Delay 13.2 Approach LOS B HCS2000: Unaignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. _1 HCS[UUU: Unaignalized lncersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: .'.Matthew J. Delich: P.E. Oats Performed: 7/12�1-.. -• - Analysis Time Period:,,m IDtar.P.tion: - Timberline/Access 'B Jurisdiction: - F. Collins -- Analy.i! Tea: hurt long bkgrtl tots Proj art ID: 0140 a, East/West Street: Access B -, North/Soutn Street: Timberline Intersection orientation: NS Study period (hra): 0-25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 122D 45 Peak -Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HER 1204 47 - Percent Heavy Vehicles -- -- -- -- Median Type Undivided AT Channelized? - Lanas 2 0 Configuration T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement ? B 9 1 30 11 12 L T R I L T R Volume 45 Peak Hour Factor, PHF 0.95 Hourly Flow Rate, HFR 49 Percent Heavy Vehicles 2 Percent Grade (1) 0 0 Median Storage Flared Approach: Exists? Storage AT Channelized? No Lane. 1 Configuration R Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 1? 8 9 1 10 11 12 Lane Config A I C(m) (vph) 459 e/c 0.10 951 queue length 0.34 Control Delay 13.7 LOS B Approach Delay 13.7 Approach LOS B HW2000: Unsignalized I.t.r.ec[ion. Rol.... 4.1 haw J. Dalich hew J. Delicb, P.E. .. HCS2000: Unaignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 1 HCS2000: Signalized Intersections P as 4.1 Analyst: Michael Inter.: Ti.. -line/Prospect Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 11/17/00 Jurisd: Fort Collins Period:'^5 pm Year : recent or long bkgrd total P roj ect 'ID: 0140 E/W St: Prospect NIS St: Timberline _ SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I.L T R I L. .T R .1 L T R I L T R No. Lanes 1 1 2 1- I. 2 2 0 1 2 2 1 1 1 2 0 1 LGConfig I L T R I 'L TR I L 'I R I 'L TR I Volume 195 1005 330" 185 640 45 1425 590 455 135, 690 110 1 Lane Width 112.0 '12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 1.2.0 1 RTOR Vol 1 0 1 0- 1 0 1. 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3.4 1 5 6 7- 8 EB Left A - I NB Left A A Thru P I Thru A A Right P, Right A A Peds X .. Peds X. WB Left A I SS Left A Thru P I Thru A Right P" I 'Right A Peds .X I., Peds x - NB Right A .I EB Right A A SB Right I WB Right Green 'S.0 37.0 .. 6.0 8.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs NCS2000: Signalized Intersections Release 4.1 Anal'yst:,Michael'- _. Y Inter.: Timberline/Prospect Agency: Matthew J. Delich, P.E. - Area.Type: All' other areas Date: 11/17/010 - Jurisd:"Fort Collins Period: am/P.),Year i recent: hort long bkgrd total Project ID.'-014 D. E/W St: Prospect NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound ^I Westbound I Northbound- I Southbound I I L T R I L T R I L T' R% I L T A 1 I No. Lanes 1 1 2 1 1 2 2 0 1 2-' 2 1 8 1 1 "'2 0 LGConfig I L T R I L TR 1 L T R. 11 L 'TR I Volume 1100 785 670 1425 1010 80 1455 550 235 135 605 155 1 Lane Width 112-0 12.0 12.0 112.0 12.0 112.0 12.0 12,Q 112.0 12.0 1 RTOR Vol I 0 1 0 1. .,._.: _., _... 0.... .i. �•:.....:...+-m..,. 0.., Duration 0.25 Area Type: All other„areas.'. Signal Operations - Phase Combination 1 2 3 4 I .5: 6" 7' - 8 EB Left A I NB Left -A, A Thru P I Thru A Right P I Right `Ij° A Peds x I Peds X WB Left A A I SB Left A" " Thru A P I Thru A Right A P I Right A Peds x I Peds x NB Right A A 1 EB Right A A' SB Right I WB Right Green 10.0 7.0 32.0 6.0 �9.0 26.0 Yellow 0.0 0.0 3.0 - 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs i :section Performance Summary Appr/•; Lane:'..: ."A. at Ratios Lane Group Approach _. Lane Group Flow .Rate Grp Capacity (a) VIC g/C Delay LOS Delay LOS Eastbound , L - 159 1770 0.63 0.09 51.6 D T 1309 3539 0.81 0.37 33.8 C 30.1 C A '- 866 1583 0.39 0.56 12.7 B t Westbound L '- 309 - 3433 0.29 0.09 43.0 D - TW 1297 3505 0.56 0.37 26.7 C 28.5 C Northbound L 515 - 3433 0.87 0.15 56.2 E T 1380' 3539 0.45 0.39 22.8 C 30.8 C R 823 1583 0.58 0.52 17.6 B So0thbound L 124 1770 0.36 0_07 45.5 D TR 1074 3466 0.78 0.31 35.3 D 35.8 D Intersection Delay - 31.1 (sec/veh) Intersection LOS .0 HCS2000: Signalized Intersections Release 4.1 ' Matthew J. Delich _ Matthew J. Delich, P.E. --... 22:72 Glen Haven Drive • Loveland, CO 80538 Phone: (910) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.co.i­ OPERATIONAL ANALYSIS - :i Analyst: Michael Agency/Co.:: Matthew J. Delich, P.E. Date Performed: 11/17/00 - Analysis Time Period: am pm - Intersection: rmberline/Prospect - Area Type: All other areas Jurisdiction: Fort coij_tas Analysis Year: recent hort long bkgrd otal Project ID: -0140 East/West Street North/South Street Prospect - Timberline f Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp 'Capacity. . v/,C -_g/C Delay L05. Delay LOS L V195.', 1770 0.54 0.11 45.1 D T 1132 ' 3539 0.73' 0,32 34.3 C 33.0 C R 823 1583 0.86 052 29.7 C Westbound _ .-. .. .___ _ _. ... L 618 3433 0.721 0.18 42.9 D TR 1365 3500 0.84 0.39. 32.6 C 35.4 D Northbound - L 549 3433 0.7 0.16' 55.4' E 123 T 1239 -' 3539 0.47 0.3525.5 C 33.8 C R 502 _... 1583... _ .0.27 -0.57. 11.1 B Southbound , L 124- 1770 0.30 0.07: 45.5 D TR 892 3431 0.90 0.26 47.5 D 47.4 D Intereedtion Delay 36:1 (sec/veh) Intersection LOS -'D . HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich .._.. ... _ ...... _. ... .. Matthew J. Delich, P:E. •' 2272 Glen Haven -Drive - Loveland, CO 80$38,:; 'f ' Phone:. (970) 669.-:,, .. .. 2061 . -Fax: '19701 669-5034 . ..' E-Mail:: mdelich@fzii.com - . -- OPERATIONAL ANALYSIS Analyst: _ Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am Intersection: Timberline/Prospect Area Type: All other areas Jurisdiction: Fort Colli .. Analysis Year: recent hort long bkgrd total . Project ID: 0140 East/West Street North/South Street Prospect Timberline - --- - HCS2000: Unsfgnal Lard Intersections Release 4.1 Rio -NAY STOP C '. SUMMARY ' Intersection Performance Summary / 'LaneAdj Rai Ratios Lane Group Appx Analyst; Michael - Group Fllaaw Rafe Agency/Ca.: Matthew J. Delich, P.E. Capacity (a) v/c g/C Delay LOS Delay LOS f.. Date Performed: 1/12/01 Analysis Time Period:(&pm Intersection: Drake/Acceea G ! bound JurAnalysis ion: Fort Co� Analysis Year: Foot[ long kgr total 508 1694 0.08 0.30 25.2 C 25.2 C Project ID: 0140 East/Nest street: Drake North/South Street: Access G bound - 421 1359 0.65 0.31 33.4 C Intersection orientation: EW Study period lhrs): 0.25 480 1601 0.84 0.30 45.1 D 40.7 D . Vehicle Volumes and AdJustments Major Street: Approach Eastbound Westbound h boo ntl Movement 1 2 3 14 5 6 304 1770 0.05 0.56 17.0 B 1 T R I I 2 R 0.48 C 24.6 C 7699 1583 0.34 17.4 760 1583 0.34 0.48 17 .4 B Volume 405 10420 - hbountl 0.9 0. 0. Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 341 1770 0.82 0.61 41.8 D Hourly Flow Rate. HER 426 30 31 442 1909 3536 0.92 0.54 28.9 C 30.7 C Vehicle Percent Heavy Vehicles -- -- 2 Median Type TWLTL -- -- RT Chennelized? Intersection Delay = 29.9 (sec/veh) Intersection LOS = C Lanes 1 Configuration TR L T Upstream Signal? No No HCS2000: Signalized Intersections Release 4.1 Minor Street Approach Northbound Southbound Movement 7 8 9 1 10 11 12 be. J. Delich L T R I L T P .hew J. Delich, P.E. - Volume 50 15 1 Glen Haven Drive Peak Hour Factor, PHF 0.95 0.95 !land, CO 80539 Hourly Flaw Race, HER 52 15 Percent Heavy Vehicles 2 2 -. ,a: (970) 669-2061 Fax: (910) 669-5034 Percent Grade 1\) 0 0 iil: mdelichBfrii.com Median Storage I OPERATIONAL ANALYSIS Flared Approach: Exists? No storage RT Channelized? .y.t: - Michael Lane. 0 0 icy/Co.: Matthew J. Delich, P.E. Configuration LR ! Performed: 11/17/00 .ysis Time Period: am (0 Delay, Queue Length, and Level of Service !rsectlon: Tim1p2rline/Custer Approach EB WB Northbound Southbound M Type: All other areas Movement 1 4 1 7 8 9 1 10 11 12 For Collins Lane Config L I LR i .sdlction: Year: recent short on kgr total .ysis iect ID: 0140 v I)( 31 67 qc Ivpol 449 East/West Street North/South Street 0.03 0.1 v5% 0.09 0.52 Custer Timberline queue length 8.09 14.4 Control Delay 8.3 1a.4 Con LDS A B Approach Delay 14.4 Approach LOS B NCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Unsignalized lnteraevtions Release 4.1 TWO -NAY STOP CONTROL SUMMARY Yet: Michael cy/Co.: Matthew J. Delich, P.E. ' Performed; 7/12101 . ysis-Time'Period: am� act ion. Drake/Access G - sdicti.n: Fort Co ysis Year: shore bng kgzd total " act ID: 0140 /West street: Drake h/South Street: Access G .,1;; '•t_ rsection orientation: EN Study period ihrs): 0.25 Vehicle Volumes and Ad... re as I. r Street: Approach Eastbound Westbound ' Movement 1 2 3 1 4 5 6 L T R I L T P, me 545 35 60 -hour Factor, PHF 0.95 0.95 0.95 0.95 ly Flow Rate, HER 573 36 63 578 ant Heavy Vehicles -- -- 2 an Type 'TWLTL h.... 1,..d? s 1 0 1 1 iguration TR L T ream Signal? No No r Street: Approach Northbound Southbound Movement 7 8 9 1 10 12 12 L T A L T R ae 25 10 Hour Factor, PHF 0.95 0.95 APPENDIX . ly Flow Rate, HER 26 10 ant Heavy Vehicle. 2 2 ' ant Grade 1\) 0 0 n Storage 1 ad Approach: Exi.t.? No Storage 7a shalt zed? 0 0 i guretlon LR Delay, Queue Length, and Level of Service each EB We Northbound Southlaamo rent 1 4 1 7 8 9 1 10 11 12 Config L LR I 7h) 63 36 (vph) 970 342 0.06 0.11 Piece length 0.21 0.35 701 Delay 9.0 16.8 A C ,ach Delay 16.8 each LOS C HCS2000: Onsignalizod Intersections Release 4.1 w J. Delich .a. J. Delich, P.E. 4 Intersection Performance Su= 1ppr/ Lane Adj Sat Ratios Lane G- d Approach Lane Group Flow Rate Grp Capacity (a) v/c g/C 5e1ay LOS Delay LOS . L 378 3433 0.50 0.11 43.0 D 700 3539 0.48 0.20 35.9 D 41.7 D ,( 661 1583 0.92 0.43 44.5 D We I 195 1770 0.54 0.11 45.1 D - :R 658 3288 0.76 0.20 42.9 D 43.3 D )orthbound - 652 3433 0.B7 0.19 51.6 D TR 1470 3501 0.60 0.42 30.1 C 37.1 D 3outhbound L 336 1770 0.77 0.19 4B.7 D ' T 1486 3539 0.88 0.42 34.3 C 32.2 C 1 902 1503 0.39 0.57 12.2 B Intersection Delay = 37.0 (sec/veh) Intersection LOS D HCS2000: Signalized Intersections Release 4.1 4atthew J. Delich latthew J. Delich, P.E. 2212 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 E-mail: mdelich@frii.cc. Analyst: Agency/Co.: Date Performed: Analysis Time Period: Intersection: Area Type: Jurisdiction: Analysis Year: Project ID: 0140 Drake Fax: (970) 669-5034 Michael Matthew J. Delich, P.E. 11/17/00 am Ti erline/Drake All other areas Fort Collins recent short on kgr total East/West Street North/South Street, .Timberline Intersection Performance Summary ,ppr/ Lane Adj Sat Ratios Lane Group Approach Lane . Group Flow Rate ,to Capacity (a) v/c g/C Delay LOS ',Delay t05 - Eastbound - ,TR 413 - 1690 - 0.00 0.28 , 26.6_ C 26.6 C Westbound 396 1365 0.41 0.29 29.3 5C' ;R 447 1595 0.58 0.28 32.8 C 31.9 C !orthbound 234 1770 0.05 0.63 12.4 T 1982 3539 0.81 0.56 21.3 1 B86 1583 0.18 ' 0.56 11.2 iouthbound L 234 1770 0.54 0.63 19.9 TR 1981 3537 0.13 0.56 18.8 Intersection Delay = 21.0 (sec/veh) B C 20.3 C B B B 18.9 B Intersection LOS - C Hcs2000: Signalized Intersections Release 4.1 latthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS__ Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: (0pm Intersection: Timberline/Custer Area Type: All other areas Jurisdiction: Fort Collins AT Year: recent short lon bkgrd total P. ID: 0140 East/West Street North/South Street Custer Timberline HCS20r -ignalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Custer Agency: Matthew J. Delich, P.E. Area Type: All other areas ! Date: 11/17/00 Jurisd: Fort Collins Period: am pm Year : recent short on bkgrd total, Project ID: 0240 E/W St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound Westbound Northbound Southbound I I L T R I L T R L T R I L T R I 1 No. Lanes I 0 1 _ 0 I 1 1 0 I 1 2 1 I 1 2 D I LGConfig I LTR L TR L T R L TR I Volume 15 15 15 1155 10 235 110 1520 155 1120 1370 5 1 Lane Width 1 12.0 112.0 12.0 112.0 12.0 12.0-112.0 12.0 RTOR Vol 1 0 1 0 1 0 10 Duration 0.25 Area Type: A11 other areas Signal operations_ __ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A P Thru A I Thru P Right A Right ' Pads X Peds% WB Left A 'I SB Left A P Thru A I Thru P Right, A I Right P Peas X I Peds X NB Right I EB Right SB Right i WB Right Green 28.0 6.0 56.0 Yellow 3.0 0.0 3.0 All Red 2.0 0.0 2.0 • Cycle Length: 100.0 secs RCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Custer Agency:. Matthew J. Delich, P.E. Area Type: All other areas -- Date: 11/17/00 Jurisd: Fort Collins Period: am pm Year : recent short lon kgr total' Project ID: 0140 E/W St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY ' Eastbound Westbound I Northbound Southbound L T R L T R L T R L T R I' - _ 1 No. Lanes I 0 1 0 I 1 1 0 I 1 2 1 I 1 2 0 I LGConfig I LIP I L TR I L T R I L. TR I Volume 15 20 15 1260 25 360 115 1295 245 1265 1660 30 1 Lane Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 0 RTOR Vol 1 0 1 0 1 0 1. Duration 0.25 Area Type: All otherareas Signal Operations, Phase Combination 1 2 3 4 1 5 6 7 B EB Left A 1 NB Left A P Thru A i Thru P Right A I Right P Peds X Peds X WB Left A I SS Left A A P Thru A Thru A P Right A I Right A P , Peds X Peds X NB Right iEB Right SB Right I WB Right Green 30.0 6.0 6.0 48.0 Yellow 3.0 0.0 0.0 3.0 All Red 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Unsi9nalired Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY .at: Michael :y/Co.: Matthew J. Delich, P.E. Performetl: 7/12/01 .xis Time Period: am® section: Timberline/Access E "diction: Fort Collin ysis Year: short onbkgr total ,ct ID: 0140 'West street: Rccesa E JSouth Street: Timberline .section Orientation: NS Study period (his): 0.25 Vehicle volumes and Adjustments Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R 1445 1800 25 Hour Factor, PHF 0.95 0.95 0.95 .y Flow Rate, HFR 1521 1094 26 nit Heavy Vehicles -- -- -- -- n Type undivided nelized? 2 2 0 ?9uratiT T T0. :enus Signal? al? No No Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T P, I L T R Hour Factor, PHF 0.95 ly Flow Rate, HFR 21 mt Heavy Vehicles 2 ant Grade (4) 0 0 in Storage ad Approach: Exists? Storage tannelized? No Lguration R Delay, Queue Length, and Level of Service ach " NB SB Westbound Eastbound .act 1 4 1 7 8 9 1 10 11 12 Conti, I I R ah) 21 (Vph) 309 0.07 4ueue length 0.22 m1 Delay 17.5 C ach Delay 17.5 aach LOS C HC52000: Unsignaliied Intersections Release 4.1 is. J. Delich iew J. Delich, P.E. Intersection Performance Summary__ / Lane Adj Sat Ratios Lane Group Approach Group Flow Rate _ Capacity (a) V/c g/C Delay LOS Delay LOS 515 3433 0.83 0.15 52.0 D 991 3539 0.26 0.28 28.1 C 33.4 C 792 1583 0.67 0.50 21.1 C oound 142 1170 0.52 0.06 47.6 D 682 3247 0.62 0.21 37.6 D 39.1 D hbound 618 3433 0.75 0.18 43.9 D 1511 3515 -0.92 0.43 36.3 D 38.2 D hbound 230 1170 0.71 0.13 51.4 D 1345 3539 0.72 0.38 29.8 C 29.3 C 902 1583 0.25 0.57 10.9 B Intersection Delay - 34.6 (sec/veh) Intersection LOS - C KCS2000: Signalized Intersections Release 4.1 hew J. Delich hew J. Delich, P.E. Glen Haven Drive land, CO 80538 e: (970) 669-2061 Fax: (970) 669-5034 il: md.lich@fril.c= yst: Michael cy/Co.: Matthew J. Delich, P.E. Performed: 11/17/00 ysis Time Period; (0 pm rsection: rmberline/Drake Type: All other areas sdiction: Fort Collins ysis Year: recent short on kgr total ect ID: 0140 East/West Street North/South Stzeet Drake Timberline ' KCS2000: Signs' Intersections Release 4.1 1 4 Analyst: Michael Inter.: Timberline/Drake Agency: Matthew J. Delich, P.E. Area Type: All other areas 1 Date: 11/17/00-Juriad: Fort Collins Rpm pm Year : recent short onkgr btotal Project `10 0140 E/W St: Drake NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R I No. Lanes 1 2 2 1 1 1 2 0 I 2 2 0 I 1 2 1 i LGConfig I L T R I L TR I L TR I L T R I Volume 1405 240 505 170 180 220 1440 1260 60 1155 920 210 1 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 0 1. 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A ( NB Left A A Thru A A I Thru A P Right A A I Right A P Peds X I Peds X WE Left A I SB Left A Thru A I Thru P Right A I Right P Peds X I Peds X NB Right I EB Right A A SB Right A A I WB Right Green 7.0 7.0 21.0 12.0 5.0 38.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Drake Agency: Matthew J.. Delich, P.E. Area Type: -All othei.:aceas' _ Date: 11/11/00 Jurisd: -Fort Collins:-T Period: am pm - Year : recent short long bkgrtl total . Project ID140 _- E/W St: Drake NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY-'.--:` I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I _ 1 No. Lanes I 2 2 1 I 1 2 0 i 2 2- 0 I 1 2 1 I LGConfig I L T R I L TR I L TR I L T R I Volume 1180 320 595 1100 250 225 1540 1040 80 1245 1240 335 I Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1. 0 1 Duration 0.25 Area Type: All other areas _Signal Operations Phase Combination 1 2 3 4 1 .5 6- 7 8 EB Left A I NB Left A Thru A I Thru P Right A I Right P Peds X I Peds X WB Left A I SB Left A Thru A Thru P Right A I Right P Peds X- I Peds X NB Right I EB Right A SB Right A I WE Right Green 10.0 20.0 18.0 42.0 Yellow 0.0 3.0 0.0 3.0 All Red 0.0 2.0 0.0 2.0 Cycle Length: 100.0 secs Intersection Performance Summary .r/ Lane Adj Sat Ratios Lane Group Apl -h .e Group Flow Rate Capacity (a) - VIC g/C Delay LOS Delay LOS 195 1770 0.10 0.11 53.7 D 12743539 0.84 0.36 34.4 C 30.7 C 855 1583 0.63 0.54 17.5 B tbound - 618 3433 0.96 0.18 51.6 D 1504 ,3490 0.99 0.43 50.1' D -50.5 D thbound 481 3433 0.82 0.14 52.1 D 1097 3539 0.01 0.31 35.5 D 36.2 D 839 -1583 0.31 0.53 13.4 8' - - thbound -' 124 1770 0.47 0.07 47.5 D 849_ ., 3539 0.92 0.24 51.8 D 45.3 D 617 1583 0.36 .'•0.39 . 22.0 C Intersection i Delay 40.8 (sec/vehl Intersection LOS = D HCS2000: Signalized Intersections Release 4.1 thew J. Delich. - thew J. Delich, P.E. 2.Glen Haven Drive eland, CO R0536 ne: (930) 669-2061 Fax: (970) 669-5034. . ail: mdelich@frii.com - OPERATIONAL ANALYSIS Michael _ ncy/Co.: Matthew J. Delich, P.E. e'Performed: 11/17 00- lysis Time Period: am m ersection: Timberline/Prospect at Type: All other areas indiction: Fort Collins lysis Year: recent short ong bkgrd total - ject ID: 0140 East/West Street North/South Street Prospect Timberline 12 Intersection Performance Su=ary _ r/ Lane Adj Sat Ratios Lane Group Approach e Group Flow Rate Capacity (s) VIC g/C Delay LOS Delay LOS / ttiound 513 1770 0.15 0.29 26.5 C 24.4 C 617 1563 0.05 0.39 19.0 B tbound thbound 276 1770 0.36 0.63 12.4 B 2194 3539 0.85 0.62 10.6 B 19.3 B thbound 1982 3539 0.63 0.56 16.6 B 16.3 B 886 1583 0.07 0.56 10.2 B Intersection Delay = 17.7 (sec/veh) Intersection LOS - B HCS2000: Signalized Intersections Release 4.1 the. J. Delich thew J. Delich, P.E. 2 Glen Haven Drive eland, CO 80538 ne: (970) 669-2061 Fax: 1970) 669-5034 ail: mdelich@frii.com lyst: Michael ncy/Co.: Matthew J. Delich, P.E. e Performed: 7/12/01 lysis Time Period: _ ®pm ersection: Timberline/Access C a Type: All other areas isdiction: Fort Ca ins lysis Year: short ong kqx total ject ID: 0140 East/West Street North/South Street Access C Timberline HCS2000: Signall Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Access C Agency: Matthew J. Delich, P.E. Area Type: All other areas _ Date: 7/12/01 Jurisd: Fort Co in Period: am pm Year : short on bkgrd total Project 0140 E/W St: Access C NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I 1 1 No. Lanes I 1 0 1 I 0 0 0 I 1 2 0 I 0 2 1 I LGConfig I L R 1 I L T I T R I Volume 175 30 1 195 1770 .I 1195 55 1 Lane Width 112.0 12.0 1 112.0 12.0 1 12.0 12.0 1 RICH Vol 1 0 1 1 1 0 1 Duration 0.25 Area Type: All other areas _Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A P Thru I Thru A P Right A I Right Reds x 1 Peds E WE Left I SB Left Thru I Thru P - Right I Right P Reds X I Reds % NB Right I EB Right A SB Right I WB Right Green 28.0 6.0 56.0 Yellow 3.0 0.0 3.0 All Red 2.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Access C Agency: Matthew J._Delich, P.E. Area Type: ALL other areas Date: 7/12/01 Jurisd: Fort _Coy ins': Period; am pm _ Year : short ong bkgrd total Project ID:-0140 - E/W St: Access C NIS St: Timberline . SIGNALIZED INTERSECTION SUMMARY. I Eastbound I Westbound I Northbound I Southbound I I L T R I L T 'R I L T R I L T R No. Lanes I 1 0 1 I 0 0 0 I 1 2 0 I 0 2 1 I ' LGConfig I L R I I L T I T R Volume 180 90 1' 135 1335 1 1745 15 1 Lane Width 112.0 12.0 1 112.0 12.0 1 12.0 12.0 1 , RTOR Vol 1 0 1 0 Duration 0.25 Area Type: All other areas Signal operations Phase Combination 1 2 3 4 1 5 6 7 8 1 EB Left A I NB Left A P Thru I Thru A P Right A I Right Peds E I Peds x WB Left I SB Left Thru I Thru P Right I Right P Peds X I Petls x NB Right I ES Right A SB Right I WE Right Green 26.0 6.0 56.0 Yellow 3.0 0.0 3.0 All Red 2.0 0.0 2.0 Cycle Length: 100.0 sets HCS20P^ Signalized Intersections Release 4.1 APPENDIX E L, Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (a) VIC g/C Delay.LOS .,-Delay LOS Eastbountl L 230 1710 0.57 0.13 44.4 '.D�-- T 1451 3539 0.95 0.41 39.2 1) .1 C R 902 _ 1583 0.36 .,0.51' =11C8 -'B"' ... Westbound _ -�-" L 309 3433 0.43 0.09 44`.0 D`'�t TR 1296 3504 0.72 0.37 30.6 C'- 32.3 C Northbound i 412 3433 0.79 T 1239 3539 0.64 R 760 1583 0.71 Southbound L 124 1770 0.43 T 1062 3539 0.82 R 744 1583 0.21 Intersection Delay - 32.9 0.12 52.9 D 0.35 26.7 C 30.9 C 0.48 23.7 C 0.07 46.9 D _ 0.30 37.4 'D_ 34.8 C 0.47 15.7 8 (sec/veh) Intersection LOS - C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich' Matthew J. Delich, P.E. 2272 Glen Haven Drive - Loveland, CO 80538 - Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: agi pm Intersection: Timberline/Prospect Area Type: All other areas Jurisdiction: Fort Collins Ar -is Year: recent short long kgr total F ID: 0140 East/West Street North/South Street Prospect Timberline Analyst '.Michael Inter.: Timberline/Prospect Agency:' Matthew J. De-ch, P.E. Area Type: All other areas Date: s'1`1/17/00 Jurisd: Fort Collins Period: ® pm Year : recent short on bkgr total Project ID: 0140 E/W St: Prospect NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I 1 No. Lanes I 1 2 1 I 2 2 ^0 I 2 2 1 I 1 2 1 I LGConfig I L T R I L TR I L T R 1 L T R I Volume 1125 1305 305 1125 830 60` 1310 750 515 150 B30 1145 1 Lane width 112.0 12.0 12.0 112.0 12.0 -_ 112.0 12.0 12.0 112.0 22.0 12.0 1 RTOR Vol 1 0 1 01 0 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1, 5 6 7 ES Left A A 'I NB Left A A Thru A P ` Thru A. Right A P `I + _ Right;., A A Peds x .I Peds x NO Left A J-­SR Left A Thru -P-- f _, Thru - A Right P ' - Right A Peds ,.. x y Peds x NO Right, " . Ate.. I'EB Right A A SO Right.:' A A I WB Right Green 8.0 4.0 37.0 6.0 5.0 30.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Prospect Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 11/17/00 Jurisd: Fort Collins Period: am® Year : recent short an kgr total Project ID: 0140 E/W St: Prospect NIS St: Timberline - SIGNALIZED INTERSECTION SUMMARY I Eastbound .1 Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I No. Lanes 1 1 2 1 1 2 2 0 1 2 2 1 1 1 2 1 1 LGConfig I L T R I L TR I L T R I L T R (- Volume 1130 1020 510 1505 1310 110 1375 840 245 155 740 210 1 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 12.0 I RTOR Vol 1 0 1 0 1 0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NO Left A A Thru P I Thru A A Right P I Right A A Peds x I Peds x WB Left A A I SO Left A Thzu -AP Thru A Right A P I Right A . Peds x I Peds x NO Right' A A I EB Right A A SO Right A I NO Right Green 10.0 .7.0 .36.0 6.0 7.0 24.0 Yellow - 0.0 0.0 3.0 0.0 0.0 3.0 All Red - 0.0 0.0 2.0 0.0 0.0 2.0 .. Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 yst: Michael Inter.: Timberline/CL Cy: Matthew J. Delich, P.E. Area Type: All other areas • 11/17/00 Jurisd: Fort Col ins od:e6 pm Year : recent hor bkgr total Sot D: 0140 St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound Southbound I L T A I L T R I- L T R L T R I _I- I - -I Lanes 1 0 1 0 1 1 1 0 1 1 2 1 1 2 0 1 mfig 1 LTR I L TR I L T R L TR I me 15 1 15 1160 1 110 110 1270 60 140 1180 5 Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 Vol 1 0 1 0 0 1 0 aion 0.25 Area Type: All other areas Signal Operations_ ;e Combination 1 2 3 4 1 5 6 7 8 Left A NB Left A P Thru A 'I Thru P Right A _ I Right P Peds X 1 Peds X Left A I SB Left A P Thru A Thru P Right A 1 Right P i Peds X I Peds X Right EB Right Right WB Right .1 28.0 6.0 56.0 Low 3.0 0.0 3.0 Red 2.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 yst: Michael Inter.: Timberline/Custer cy: Matthew J. Delich, P.E. Area Type: All other areas 11/17/00 Jurisd: Fort Collins -- od: am (0 Year : recent Er b gr total ect ID: 0140 St: Custer NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R Lanes 1 0 1 0 I 1 1 0 I 1 2 1 I 1 2 0 I .n£ig I LTR I L TR I L T R I L TR I me 15 1 15 1105 1 85 115 1055 170 1115 1345 10 Width 1 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 I Vol 1 0 1 0 i 0 1 0 ition 0.25 Area Type: All other areas Signal Operations _ :e Combination 1 2 3 4 1 5 6 7 8 Left A I NB Left A P Thru A Thru P Right A 1 Right P Peds X I Peds X Left A I SE Left A P Thru A Thru P Right A Right P Peds X Peds X Right I EB Right Right I WB Right en 28.0 6.0 56.0 .ow 3.0 0.0 3.0 Red 2.0 0.0 2.0 Cycle Length: 100.0 secs Intersecti rformance Summary Appr/ Lane Adj Sat _ios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) VIC g/C Delay LOS Delay LOS Eastbound LTR 451 1610 0.05 0.28 26.3 C 26.3 C Westbound L 401 1384 0.42 0.29 29.4 C TR 444 1586 0.26 0.28 28.3 C 29.0 C Northbound L 279 1770 0.04 0.63 10.2 8 T 1982 3539 0.67 0.56 17.4 B 17.0 B R 886 1563 0.07 0.56 10.2 B Southbound L 257 1770 0.16 0.63 11.0 - B TR 1981 3537 0.63 0.56 16.5 B 16.3 B Intersection Delay = 17.9 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80536 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: ® pm Intersection: Timberline/Custer Area Type: All other azeas _ Jurisdiction: Fort Collins Analysis Year: recent short kgrtl total Project I0; 0140 - - East/West Street North/South Street Custer Timberline ___Intersection Performance Summary pp Ar/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate - 1' Grp Capacity (s) �' v/c g/C Delay LOS_d Delay LOS. - Eastbound - LTR 452 1615 0.05 0.28 26.3' C"C'-26-.3 _ C Westbound - - L 401 1384 0.28 0.29 21.8 C TP. 444 1566 0.20 0.28 27.7 C 27.7 C Northbound L 237 1770 0.01 0.63 12.2 B T 1982 3539 0.56 0.56 15.3 B 14.7 B R 886 1583 0.20 0.56 11.4 B Southbound - L 316 1770 0.38 0.63 11.1 B - TR - 1980 3535 0.72 0.56 18.5 B 18.0 B Intersection Delay = 17.3 (sec/,eh) Intersection LOS - B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am(2D - Intersection: Timberline/Custer Area Type: All other areas Jurisdiction: Analysis Year: Fort Collins recent hor bkgr total Project ID: 0140 . . East/West Street North/South Street Custer Timberline - W KCS2000: Signalized Intersections R-''ase 4.1 Analyst: Michael Inter.: T. line/Drake 'Agency: Matthew J. Delich, P.E. Area Type: All other areas _ Date: 11/11/00 Jurisd: Fort Collins i Period: (5)pm Year : recent shor long kgrd total Project ID: 0140 E/W St: Drake NIS St: Timberline _ SIGNALIZED INTERSECTION SUMMARY _ I Eastbound I Westbound I Northbound I Southbound I L T R I L T R I L T R I L T R I 1_ 1 No. Lanes I 2 2 0 I 1 2 0 I 2 2 0 I 1 2 0 I LGConfig I L TR I L TR i L TR I L TR I Volume 1355 130 435 125 170 180 1320 1045 20 190 765 175 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A I NB Left A A Thru A A I Thru A P Right A A I Right A P Pads X I Peds X WB Left A - I SB Left A Thru A Thru P Right - A. Right P Peds X I Peds X NS Right I EB Right SB Right I WB Right Green 9.0 6.0 21.0 10.0 6.0 38.0 Yellow 0.0 0.0 3.0 0.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs BCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter.: Timberline/Drake Agency: Matthew J. Delich P:E. Area Type; All other areas Date: 11/17/00 - _ Juristl 'FortCollins .Period: am© - -Year recent hurt long kgr total' P ro]ect ID: 0140 n ��� E/W St: Drake 'N/S St_'Timberline SIGNALIZED INTERSECTION SUMMARY." I Eastbound I Westbound I Northbound I .Southbound I I L T P. I L T R I L--"T"R I L T R I - I_ No. Lanes I 2 2 0 I 1 2 0 I 2 2 .0 1 1 2 0 I LGConfig I L TR I L TR I L TR I L TR I Volume 1150 165 350 120 205 185 1355 765 25 1145 1100 275 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 I D I Duration 0.25 Area Type: All other areas Signal Operations__ _ Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A A I NB Left A _. Thru A A Thru P Right A A I Right P Peds X I Peds X WB Left A SB Left A Thru A -1 Thru P Right A ) Right P Peds X 1 Peds X NB Right I EB Right S8 Right I WB Right Green 6.0 4.0 20.0 12.0 48.0 Yellow 0.0 0.0 3.0 0.0 3.0 All Red 0.0 0.0 2.0 0.0 2.0 Cycle Length: 100.0 secs _ reaction Performance Summary Appz/ Lane at Ratios Lane Group Approach Lane Group Flow Rate _ Grp Capacity (s) VIC g/C Delay LOS Delay LOS L 549 3433 0.68 0.16 43.0 D TR 845 3131 0.70 0.27 35.6 D 38.5 D Westbound L 177 1770 0.15 0.10 41.5 D TP. 686 3267 0.54 0.21 36.0 0 36.4 D Northbound L 584 3433 0.58 0.17 39.6 0 TR 1553 3529 0.72 0.44 24.7 C 28.1 C Southbound L 195 1770 0.49 0.11 43.8 D TR 1307 3440 0.76 0.38 31.1 C 32.2 C Intersection Delay = 32.7 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. I 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (910) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: (op. Intersection: Timberline/Drake Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent hot Ion bkgr total Project ID: 0140 East/West Street North/South Street Drake Timberline Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate _ .. Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 378 3433 0.42 0.11 42.3 D TR 763 3179 0.71 0.24 37.9 D 38.9 D westbound L 124 1770 0.17 0.07 44.4 D TR 657 3287 0.63 0.20 38.5 D 38.7 D Northbound 1 L 446 3433 0.84 0.13 55.7 E TR 1691 3523 0.49 0.48 18.7 B 30.2 C - Southbound L 230 1770 0.67 0.13 48.5 D TR 1648 3433 0.88 0.48 30.3 C 32.1 C Intersection Delay = 33.5 (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frll.co. OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/11/00 Analysis Time Period: am(D Intersection: Timberline/Drake Area Type: All other areas Jurisdiction: Analysis Year: Fort Colli s recent hort long bkgr total Project ID: 0140 East/West Street North/South Street Drake Timberline HCS2000: Unsignalized lntarsections Release 4.1 TMO-WAY STOP CONTROL SUMMARY _ /st: Michael ,y/co.: Matthew J. Delich, P.E. Performed: 7/12/01 ,sis . Time Period: JF>pm -section: mberline/Access D ,diction: F t Collin 1. is Year: hot long kgr 2o[al act ID: 0140 /West Street: Arms.. D i/South Street: Timberline rs ecxi0n Orientation: NS Study period (hre): 0.25 Vehicle Volumes and Adjustments r Street: Approach Northbound Soot Abound Movement 1 2 3 1 1 5 6 1 T R I L T R -Hour Factor, PHF 0.95 0.95 0.95 0.95 ly Flow Rate. HFR 21 1642 1010 30 ant Heavy Vehicles 2 -- -- -- an Type Undivided hannelized? 1 2 2 0 iguration L T T TR ream Signal? No No ' r Street: Approach Westbound Eastbound Movement' ] 8 9 1 30 11 12 L T A I L T R me Hour Factor, PHF 0.,95 ly Flow Rate, HFR 12 ent Heavy vehicles 2 ant Grade (e) 0 0 n Storage ed Approach: Exists? Storage hannelized? No c I iguration A Delay, Queue Length, and Level of Service oath NB 58 Westbound Eastbound dent 1 s 1? 8 9 1 10 11 12 Config L I I R (aph) 676 562 0.03 0.0] queue length 0.10 0.24 rol Delay 10.5 11.9 B 8 oath Delay 11.9 oath LOS B RCS2000: Unsignalized Intersections Release 4.1 hew J. Delich new J. Delich. P.E. HCS2u00: Uusi9n.lized lntersections Halease 4.1 T -NAY STOP CONTROL SUTAIARY yet; Michael -cy/Co.: Matthew J. Delich, P.E. Performed: 7/12/01 ysis Time Period: ape ection:' Timberline/Access E sdiction: F Collins ysis Year: nor long (Er total act ID: 0160 /West Street: Access E h/South Street: Timberline tsection Orientation: HS Study period (hrs): 0.25 Vehicle Volumes and Adjustments r Street: Approach Northbound Southtrouno Movement 1 2 3 1 6 5 6 L T R I L T. R -Hour Factor, PHF 0.95 0.95 0.95 ' ly Flow Rate, HFR 1663 1047 5 ant Heavy Vehicles -- -- -- -- n Type Undivided hannelized? s 2 2 0 iguration T T TR ream Signal? No No r Street: Approach Westbound Eastbound Movement ] 8 9 1 10 11 12 L T R I L T R me 35 Hour Factor, PUT 0.95 ly Flow Rate, HFR 36 ant Heavy Vehicle. 2 .of Grade 1E1 0 0 an Storage ad Approach: Exists? Storage hannelized? No igura[ion R Delay, Queue Length, and Level of Service mach NB SS Westbound Eastbound .ant 1 e 1 T 8 9 1 10 11 12 Config I I A ( pnl 550 0.0] queue length 0.21 rol Delay 12.0 B oath Delay 12.0 ..on LOS a KCS2000: Unsignalized Intersections Release 4.1 TWO-WAY STOP ' 'OL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delic•., P.E. Date Performed: 1/12/01 Analysis Time Period: am Inter. act ion: Timberline/Access D Jurisdiction: Fort Collins Analysis Year: ho®r long kqr total Project ID: 0140 East/Ye.t Street: Access 0 North/South Street: Timberline Intersection Orientation: NS Study period (hr.); 0.25 Vehicle Volumes and Adjustment. Major Street: Approach Northbound Southb... d Movement 1 2 3 1 6 5 6 L T R I L T A Volume 15 1025 1505 30 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 78 1010 1584 31 Percent Heavy Vehicles 2 -- -- - -- -- Median Type undivided FT Channelized? Lane. 1 2 2 0 Configuration L T T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement ? 8 9 10 11 12 L T R I L T A Volume 20 Peak Hour Factor, PHF 0.95 Hourly Flaw Rate, HFR 21 Percent Heavy Vehicle. 2 Percent Grade Ill 0 0 Median Storage Flared Approach: Exits? Storage AT Channelized? No Lanes 1 Configuration A Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 6 17 8 9 1 10 11 12 Lane Config L I A v (,ph) . ]8 - 21 C(m) (vph) 400 379 _ v/c 0.19 _ _ 0.06 95% queue length 0.71 0.18 Control Delay 16.2 15.1 LOS C C Approach Delay 15.1 Approach LOS C HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Dellch Matthew J. Delich, P.E. HCS2000: thnsignalizad lnters,tionu Rele•ise 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew.J. Delich, P.E. Date Performed: 7/12.401 _ / Analysis Time Period: am ffij�) Intersection: Timberline/Access E ' Jurl stllction: Fo Collins AY.Lysia Year: hurt long bkgrd total Project ID: 0140 East/West Street: Access E ^i North/South Street: Timberline Intersection Orientation: NS Study period (hr.): 0:25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Soutnbound Movement 1 2 3 1 1 5 6 L T R I L T R Volume 1100 1505 25 Peak -Hour Factor. PHF 0.95 0.95 0.95 Hourly Flow Rate, HER 1157 1586 26 Percent Heavy Vehicles -- -- -- -- Median Type Undivided RT Channelized? Lanes 2 2 0 Configuration T T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement ] 8 9 1 10 11 12 L T R L T A Volume 20 Peak Hour Factor, PHF 0.95 Hourly Flow Rate, HFR 21 Percent Heavy Vehicles 2 Percent Grade (%1 0 0 Median Storage Flared Approach: Exists? storage RT Channelized? No Lanes Configuration A Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 6 17 8 9 1 10 11 12 Lane Config I A v (vphl 21 C(m) (vph) 391 v/c 0.06' 951 queue length 0.17 Control Delay 15.0- IOS B Approach Delay 15.0- Approach SOS B B HCS2000: Unsighalized Intersections Release e.1 r J. Delich aer J. Oelicb, P.E. HCS2000: Unsignalized lot .... ctio.a Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Signalized Intersections Rv- se 4.1 o- Analyst: Michael Inter.: Ti. .ine/Access C Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 1/12/01 Jurisd: Fort Collins Period: 6)pm Year hort long kgrd total Project ID: 0140 E/W St: Access C NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY Eastbound I Westbound I Northbound I Southbound I I L T A I L T R I L T R I L T R I I I I No. Lanes I 1 0 1 I 0 0 0 I I 2 0 I 0 2 0 1 LGConfig I L R I I L T I TR I Volume 175 30 1 195 1465 1 940 55 1 Lane Width 112.0 12.0 1 112.0 12.0 1 12.0 0 1 RTOR Vol 1 0 1 1 1. Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A P Thru I Thru A P Right A I Right Peds x Peds X WB Left SS Left Thru 1 Thru P Right I Right P Peds X I Peds X NB Right I EB Right A - SB Right I WB Right Green 30.0 6.0 54.0 Yellow 3.0 0.0 3.0 1 All Red 2.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 Analyst: Michael Inter..: Timberline/Access C Agency: Matthew J. Delich, P.E. _Area Type: All othei'areas - Date: 7/12/01 Jirisd:_Fort:CoIlins Period: am© - Year. ort loon, kgid oral - Project ID: 0140 _ >y i•... E/W St: Access C - _ NIS St: Timberline SIGNALIZED INTERSECTION -SUMMARY :c--' I Eastbound I Westbound I. Northbound -"I_ Southbound I I L T R I L T R I L -T hL T R I I I' No. Lanes 1 1 0 1 1 0 0 0 1 I 2. 0 1 0 2 0 1 LGConfig I L R I I L T- I TR 1 Volume 180 90 1 135 990 1 1445 15 1 Lane Width 112"0 12.0 1 112.0 12.0 1 12.0 1 RTOR Vol 1 0 1 1 I. 0 1 Duration 0.25 Azea Type: All other areas Signal Operations_ Phase Combination 1 2 3 4 1 5 6 7 B EB Left A I NB Left A P - Thru I Thru A P Right A I Right Peds x I Peds x WB Left I SB Left Thru Thru P Right Right P Peds X Pads x NB Right I EB Right A SB Right I WS flight Green 30.0 6.0 54.0 Yellow 3.0 0.0 3.0 All Red 2.0 0.0 2.0 Cycle Length: 100.0 secs ',action Performance Summary Appr/ Lane A t Ratios Lane Group Approach Lane Group Flo. Hate Grp Capacity (a) VIC g/C Delay LOS Delay LOS L 549 1770 0.14 0.31 25.0 C 22.9 C R 649 1583 0.05 0.41 17.8 B Westbound Northbound L 321 1770 0.31 0.61 11.2 B T 2123 3539 0.73 0.60 15.5 B 15.2 B Southbound TR 1895 3510 0.55 0.54 16.2 B 16.2 B Intersection Delay - 15.9 (sec/veh) Intersection LOS - B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive , Loveland, CO B0538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J.\Delich, P.E. Date Performed: Analysis Time Period: I,2/01 pm Intersection: imberline/Access C Area Type: All other areas Jurisdiction: Analysis Year: Fo t Collin hort long bkgrd total Project ID: 0140 East/West Street North/South Street Access C Timberline Intersection Performance Summary Appz/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 549 1770 0.15 0.31 25.1 C 21.7 C R 649 1563 0.15 0.41 18.6 B Westbound Northbound L 233 1770 0.16 0.61 15.7 B T 2123 3539 0.49 0.60 11.5 B 11.7 B Southbound TR 1908 3534 0.81 0.54 22.5 C 22.5 C Intersection Delay - 18.2 (sec/veh) Intersection LOS - B HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 00538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: m'delich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 7/12/01 Analysis Time Period: am Intersection: Ti erline/Access C Area Type: All other areas Jurisdiction: Analysis Year: Fort Collins ho long kgrtl total Project ID: 0140 East/West Street North/South Street Access C Timberline HCS2000: Signalized Intersections Release 4.1 lyst: Michael Inter.: Timberline/sect ncy: Matthew J. Delich, P.E. Area Type: All other areas e: 11/17/00 Jurisd: Fort Collins iod: am pm Year : recent shot long kgrtl total ject ID: 140 St: Prospect NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound' :.1 I L T R I L T R I L T R I L T :'R i1 1 , 00 I Lanes 1 .1 2 1 1 2 2 0 1 2 2 1 1 11 1 Z1 onfig I L T R' I L TR I L T R I L IN el ume 1100 765 490 1465 1010 80 1355 490 220 135 505 '155 1 e Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0,112.0 12.0 1 R Vol 1 0 1 0 1 0 I. 0 ation 0.25 Area Type: All other areas _ Signal Operations ' se Combination 1 2 3 4 1 5 6 7 B Left A I NB Left A -A Thru P I Thru A A , Right P I Right- A A Peds X I Peds X_.. Left A A ,I SB ,Left. A Thru A P 'I Thnu A Right A P I Right A Peds X I Peds X Right A A EB Right A A. ..... ..., Right "' I WB Right, l� en 10.0 6.,Q' 34.0 6.0 6.0 28.0 low 0.0 4:0 3.0 .,. 0.0 0.0 :3.0 Red 0.0 ,'O.0 2.0 : 0.0 b.0 .2.0 Cycle.Length: 100.0 secs HC:2000: 0ns191olized InLersectiona R¢lvesr: 4.1 Two -MAY STOP CONTROL SUMMARY yet: Michael cy/Co.: Matthew J. Delich, P.E. Performed: 7/12/01 ysis Time Period: am ,section: iline/Access C s diction: F Collin ysis Year: nor long bkgrtl total act ID: 0140 /Meat Street: Acc¢sa C h/South street: Timberline rsection Orientation: NS Study period (hrsl: 0.25 Vehicle Volumes and AdjDetmenta r Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R 95 1465 940 55 -Hour Factor, PHF 0.95 0.95 0.95 0.95 ly Flow Rate. HFR 100 1542 989 S7 ant Heavy Vehicles 2 -- -- -- -- n Type TWLTL hannelized? 2 2 0 figuration L T T TP. ream Signal? No No r Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R ne 75 30 Hour Factor, PHF 0.95 0.95 ly Flow Rate, HFR 78 31 ant Heavy Vehicles 2 2 ant Grade 0) 0 0 an Storage 1 ad Approach: Exists? storage .iannelized' No iguratlon L R Delay, Queue Length, and Level of Service oach NB SB Westbound Eastbound sent 1 4 1 7 0 9 1 10 11 12 Config L I I L R ,h) 100 78 31 leph) 661 154 552 0.15 0.51 0.06 queue length O.S3 2.45 0.18 rol Delay 11.4 50.2 11.9 B F B aacb Delay 39.3 7ach LOS E Intersect erformance Summary Appr/ :Lane Adj Sat .ios Lane Group Approach a Lane Group Flow Rate . Grp Capacity (s) VIC g/C Delay LOS Delay LOS L 195 1170 0.54' 0.11 45.1 D T 1203 3539 0.69 0.34 31.6 C 28.3 C R 807 1563 0.64 0.51 19.5 B Westbound L 504 3433 0.84 0.17 50.5 D TR 1400 3500 0.82 0.40 30.8 C 36.7 D Northbound L 446 3433 0.84 0.13 55.7 E T 1203 3539 0.43 0.39 25.7 C 32.9 C R 871 1583 0.27 0.55 12.0 B Southbound L 124 1770 0.30 0.07, 45.5 D TR 956 3415 0.73 0.28 35.4 D 35.9 D Intersection Delay - 33.2, (sec/veh) Intersection- LOS - C HCS2000: Signalized Int e,rsections Release 4.1 Matthew J. Delich Matthew J. Delich, P,.E:'' ' 2272 Glen Haven -Drive Loveland,,CO 80536 Phone: (970) 669-2061 - Fax: (970) 669-5034 E-Mail: mdelich@frii.Co. Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am Intersection: Timberline/Prospect Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: recent Eor>long EEOtotal Project ID: 0140 East/West Street . North/South Street Prospect Timberline _ Sill HCs.U(10: Unn iynali:Cd lllt.'r�Li O11: Rele.,oe 4.1 TWO-WAY STOP CONTROL SUMMARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 7/12/01 Analysis Time Period: am ® - Intersection: Timberline/Access C Jurisdiction: Fart Collins Analysis Year: nor long kgrtl total _ Project ID: 0140 East/West Street: Access C North/South Street: Timberline ' Intersection Orientation: NS Study period (hrs): 0:25 - Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R I L T R volume 35 990 1445 15 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flaw Rate, HFR 36 1042 1521 is. Percent Heavy Vehicles 2 -- -_ __ Median Type TWLTL RT Channelized? Lanes 1 2 2 0 _ Configuration L T T TR upstresm signal? No No Minor Street: Approach Westbound Eastbountl Movement 7 5 9 1 30 11 12 L T R I L T R Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate, HER 84 94 Percent Heavy Vehicles 2 2 Percent Grade (4) 0 0 Median Storage I Flared Approach: Exists? Storage RT Channelized? No Lanes Configuration L R Delay, Queue Length, and Level of Service Approach He SB Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L I L R v (vph) 36 84 94 Clml (Vpn) 429 125 400 v/c 0.08 0.67 0.23 95% queue length 0.27 3.61 0.90 Control Delay 14.2 79.0 16.7 LOS 8 F C Approach Delay 46.1 Approach LOS E B HCS2000: Unsignalized Intersections Release 4.1 HCS2000: Uneignalized Intersections Release 4.1 w J. Gallen Matthew J. Delich taw J. Delich, P.E. Matthew J. Delich, P.E. _____1 � PA(: 3730. P» m oz U > m Gop I s�i V) J w N OD w� g O Z O awH~ 3 Cr ¢ g g o« 3 o W rn 2 Z S a Via¢ Q W J Q J w m � 2 J o O Q O 0 ooa m oaw � J 0 ry S w Q w O O O ww� C3 O J 6ZV1 C O Q F'1 I� _ or0 ¢wZ `r Y O O w0F ~ � ova I � o o o: 7 ao F- rozzw W F ZJ wr O a3o [7 0 dx� LL < aUO Q Sai 2 >¢w p HdA - H_0V0HddV.3 n OA.HOIH �..;-:.o 13381S HO IW -... .:.. 4C-9 Per. 31e9 O VJ HCS2000: Signalized Intersections Release 4.I Analyst: Michael Inter.: Timberline/Prospect Agency: Matthew J. Delich, P.E. Area Type: All other areas Date: 11/17/00 _ Period: am pm _ _ _- _- Juriad:. Fort Collins. - Year recent shor ;long kgid total t Project ♦D: 0140 - r , = E/W St: ProspectTimberline: Y ,,.-:M` SIGNALI2E0. INTERSECTION.SDNMARY I Eastbound I Westbound' " I N6rth6ourld'-__ I Southbound I I L T R I L T R I. L _. _T�. '-%e:Rt1: I L T R I I No. Lanes I 1 1 2 1 I 1 2 2 I I 0 1 2 2 1- - 1 1 2 0 1 LGConfig I L T R 1 L TR I L T R I L TR Volume 195 1005 2B0 1105 640 45 1270 500 445 135 660 110 Lane Width 112.0 12.0 12.0 112.0 12.0 112.0 12.0 12.0 112.0 12.0 1 RTOR Vol 1 0 1 0 1 0 1 0 1 Duration 0.25 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 1 5 -6 7 8 EB Left A I NB Left A A Thru P I Thru A A Right P I Right A A Pods X I Pads % WB Left A I SB Left A Thru P I Thru A Right P I Right 'A Peds X I Peds X NB Right A I EB Right A A SB Right I WS Right Green 8.0 38.0 6.0 6.0 32.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs APPENDIX D Intersection Performance Summary Appr/ Lane Atli Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity Is) v/c g/C• Delay LOS Delay LOS Eastbound - L 159 1770 0.63 0.09 51.6 D' T 1345 3539 0.79 0.38 32.1 C 29.5 C R 871 1583 0.34 0.55 12.7 B Westbound L 309 3433 0.36 0.09 43.5 D TR 1332 3505 0.54 0.38 25.8 C 28.1 C Northbound L 446 3433 0.64 0.13 44.3 0 T 1345 3539 0.39 '0.36 22.8 C 25.8 C R 007 1583 - 0:58. 0.51 18.1 a Southbound L 124 1770 0.30 0.07 45.5 D TR 1100 3463 0.73 0.32 32.7 C 33.3 C Intersection Delay 28.9 Isec/veh) Intersection LOS C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich• Matthew J. Delich, P.E. " 2272 Glen Haven Drive - Loveland, ..CO 00538. _ Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich8frii.com n ornnmtnwar. ana r.vcrR Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: ®pm Intersection: Timberline/Prospect Area Type: Allotherareas Jurisdiction:Fort Collins Analysis Year: - recent hor long kqr total Project ID: 0140 East/West Street North/South Street Prospect Timberline UNSIGNALIZED INTERSECTIONS 1.cveb45crvi¢ Averse Total Dday acr/veb A _< 10 C >15.W<25 D >25aad<35 E >55 ad<50 F > 50 SIGNALIZED INTERSECTIONS Icebf-Service AvcM{ Total Dday aedv b A <10 B >10aad<20 C >20 and <35 D >35a _<55 E >55 and _<90 F > 90 m a ¢ W �oz . ¢JS W z J W op"I tD m ~ 0 0 Y S S ^ 2 fat- tJ o z w zQ O p ¢ tb J O odu d z W O m a wa= 2 N S Z a al W n• a �da J>O f} Y N J Z j p 2 Ogd 0 Q 1L a Z N O a J O � m ozw iaw h ¢ ¢ O LL O wwr 0 N O J ¢ z to I� O Q 0 ¢ ( 0 0 ¢wz o 3g— }, N 0 f a O I m w¢¢ w �ozz0 ^1 ¢ aFF Z F- yl S J v O m OD ¢ wF O 630 d O au0 .J a i a i 0 0 p0p 0 o aD W V M N HdA — H3V0HddV 3Wf1 H`JIH z 133HIS HONI <s v, >> g o z t7 Cd 4C-9 Bae. 3159 K APPENDIX C — AN:ZL 3senH'-"- ¢j 3z. N w > 5 z J W o m V) tnOw 0 0 h 1... ¢ Z S EaZW O �E. g Z Q a J3cc CC N Q Q w tb Z a Lb w a d 7>¢ m J 2 O O$d J w Z w ¢ a J O N N 0 OOa ul p`1 00 ozFcc it.• w Q W tiil tall O C3 O O N O J ¢zw �p _ ¢ O a 1 ¢wz t Y o 30F N 024 CL 6 m W O QQ In W w yl O( W m Or0 C O $ ¢ w n3> CD O io a a Md = O 0 o O o o pp db d ar 0 w V M N w HdA — H3V08ddV 3Wfll0 H`JIH o cxJ 133HIS HONIW a'a LL1 2 �e 9C-9 Bee. 31M O HCS2000: Signalized Intersections Release 4.1 Analyst:�Mic4ae1 - .Inter.: Ti' -line/Drake Ag a npyi Matihew'J:De 11 chi-PiE C Area Type other areas '- - Date: 11/17/00 Juri.d: Fc ollins Period: am® Year scent short bkgrd total Project ID: 0140 E/W St: Drake NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound :,.I Southbound I I L T R I L T R I L T R I L T R I I 1 1 N, ss I 0 1 1 1 0 1 1 I 1 1 0 1 1 1 I' LGt__.l9 I LT R I IT R I L TR I L T R I Volume 1133 19 314 19 139 104 1265 640 5 123 873 211 1 Lane Width 1 12.0 12.0 1 12.0 12.0 112.0 12.0 112.0 12.0 12.0 1 RTOR Vol 1 0 1 0 I 01 0 1 Duration 0.25 Area Type: All other areas - Signal Operations Phase Combination 1 2 3 4 1 5 6 7 8 EB Left A I NB Left A A P Thru A I Thru A P Right A Right A P Peds x I Peds x WE Left A I SB Left A P Thru A I Thru P Right A 1 Right s P Peds x I Peds x NB Right I EB Right A A SB Right I WB Right A Green 22.0 6.0 9'0 53.0 Yellow 3.0 0.0 0:0 3.0 All Red 2.0 0.0. 0 0 2.0 Cycle Length: 100.0 secs HC32000: Unignalized intersections Release 4.1 TWO -NAY STOP CONTROL SUMMARY AnalyscA'.; Michael Agency/Coy: Matthew J- Delich, P-E. - - Date Performed: 5/10/01 .- Analysis Time Period: opm Intersection: _ .Timberline/Gust e - Jurisdiction: F Collins -' Analysis Year: scent short bkgrd total Project ID: 0134 -- East/West Street: .Custer _ _ _ 'A,'L North/South Street: Timberline Intersection Ori.etatldn:.NS Study period.'(oral.:'�p. 25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound - Movement 1 2 3 ;l 4 5 6 L T R ;I L - T R ., volume 7 1045 954 Peak -Hour Factor, PHI 0.95 0.95 0.95 0.95 Hourly Flow Rate. NFR 7 1100 1004 3 Percent Heavy, Vehicles 2 -- -- .. -- - Median Type TWLTL ..- RT Channelized? -0 Lanes 1 1- - •] Configuration L Y" - TR Upstream Signal? NO.: No Minor Street: Approach_- „ , �WeatbO(lOd...,�:,_. � _Eaa tbound .� ..... ...; Movement Movement 7 11 Q9 , 9 tl ... 30 11 - L T' ;R - �1 'L �:T R R Volume 2 15 Peak Hour Factor, PHF _ 0.95 0.95 Hourly Flow Rate, HFR _ 2 - 15 Percent Heavy vehicles _ - "2 2 Percent Grade (5) 0 - 0 Median Storage 1 Flared Approach: Exists? Yes storage 1 RT Channelized? Lanes 0 0 Configuration LR Delay, Queue Length, and Level of Service Approach NB 56 Westbound Eastbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L I LR v I 7 17 C(' 660 468 v/ 0.01 0.04 95 length 0.03 0.11 Coo- Delay 10.3 13.0 LOS B B Approach Delay - - - 13.0 Approach LOS ...L... - B 'section Performance Summary Appr/ 'Lane A .t Ratios Lane Group Approach Lane Group Flow Hate Grp Capacity Is) v/c g/C Delay LOS Delay LOS LT 187 848 0.86 R 665 1583 0.50 Westbound IT 402 1020 0.39 R 522 1583 0.21 Northbound L 393 1770 0.71 TR 1154 1861 0.59 Southbound L 525 1770 0.05 T 987 1663 0.93 R 839 1583 0.27 Intersection Delay = 28.4 0.22 67.7 E 36.8 ,D 0.42 21.9 C 0.22 33.9 C 29.9 'C 0.33 24.3 C - 0.69 33.5 C 0.62 12.2 B 18.4 �,B 0.61 8.2 A 0.53 38.0 D 32.7 <C 0.53 13.7 B (sec/veh) Intersection LOS = C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P-E- 2272 Glen Haven Drive Loveland, CO 80530 - Phone: (910) 669-2061 Fax: (970) 669-5034 E-Mail: md.lich@frii.com Analyst: Michael Agency/Co:: Mathew J. Delich, P.E. Date Performed: 11/17/00 Analysis Time Period: am pm - - Intersection: Ti erline/Drake Area Type: All other areas - Jurisdiction:- - Fo �Xollins... .. .. .. .'..-.'. ..... .... Analysis Year: zecen short bkgrd total . Project ID: 0140 East/West Street North/South .Street Drake Timberline 'I- HCS2000: Unsignolized lnteraectiona Hel ea ae 4.1 TWO-WAY STOP CONTROL SUMMARY r... Analyst; "';• Michael Agency/Co... Matthew J. Delich. P.E. Date Performed: 5/30 01 Analysis Time Period: - Intersection: Tm m line/Custer Juz iodic[ion: F Collin - Analysis Year: short bkgrd total Project ID: 0134 East/West Street: Custer North/South Street: Timberline Intersection Orientation: NS Study period (ors): 0.25 Vehicle volumes and Adjustments Major Street: Approach Northbound Souk Inbound Movement 1 2 3 7 4 5 6 L T R 1 1 .. T R volume 14 908 1196 8 Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flo. Rate, HFR 14 955 1250 8 Percent Heavy vehicles 2 -- -- -- Median Type TWLTL RT Channelized? Lane. 1 I 1 0 Configuration L T ' TR Upstream Signal? No No Minor Street: Approach Westbound Eaattwund Movement 7 B 9 y 10 11 12 L T R I L T R Peak Hour Factor, PHF 0.95 0.95 Hourly Flow Rate. HFR 2 13 Percent Heavy vehicles 2 2 Percent Grade It) 0 0 Median Storage I Flared Approach: Exl3ts? Ye. Storage 1 AT Channelized? .... ... ... :. ......::..... .. ..-... Lane. 0 0 Configuration LR Delay, Queue Length, and Level'. of Service Approach NB SB Westbound Eastbound Movement 1 4 1 7 B 19 1 10 11- 12 Lane Config L I LR v (vph) 14 T15 C(.) (vph) 553 370 v/c 0.03 0.04 951 queue length 0.06 0.13 Control Delay 11.7 15-1 LOS B C Approach Delay 15.1 Approach LOS C KCS2000: UnsigoaOir d Intersection Release 4.1 KCS2000: Unaignlired Intersection. Release 4.1 Matthew J. Delich . . -.. .. .. - Matthew J. Delich _ _ - Matthew J. Delich, P.E. -- - Matthew J. Delich, P.E. HCS2000: Signalized Intersections Release 4. ,lyst: Michael Inter.: Timberline/. ,pact rncy: Matthew J. Delich, P.E. Area Type: All other areas :e: 11/17/00 Jurisd: Fort Collins :iod: am � Year ecen[ short bkgrd total - ,jact ID: 0140 1 St: Prospect NIS St: Timberline SIGNALIZED INTERSECTION SUMMARY I Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R 1 Lanes I 1 2 0 I 1 2 0 I 1 3 0 I I 1 1 I 'onfig I L TR I L TR I L TR I L T R i ..a 190 683 341 1294 880 70 1286 314 145 130 294 133 1 .e Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 I -R Vol 1 0 1 0 1 0 1 0 'ation 0.25 Area Type: All other areas Signal Operations se Combination 1 2 3 4.1 5 6 7 8 Left A .. P. I NB Left A A A Thru _ P - I Thru A A Right _ P F_ Right A A Pads - X I Peds % Left A A P I SB ..Left A A Thru _ A P I 'Thru A Right, A P I Right A Peds 3 - X I Peds X Right I ES Right Right A I WB Right an 6.0 7.0 40.0 6.0 5.0 26.0 low 1 0.0 - 0.0 Q 3.0 0.0 0.0 3.0 Had- 0.0 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs HCS2000: Signalized Intersections Release 4.1 lyst: Michael Inter.: Timberline/Drake ncy: Matthew J. Delich, P.E. Area Type: All other areas e: . 11/17/00 Jurisd: Fort Collins iod: ® pm Year ecen short bkgrd total )set ID: 0140 St: Drake NIS St: Timberline _ SIGNALIZED INTERSECTION SUMMARY I Eastbound 1 Westbound - I Northbound I Southbound I I L T R I L T R I L T R L. T R I 1 1 Lanes 1 0 1 1 I 0 1 1 I 1 1 0 I 1 1 1 I onfig I LT R I LT R I L TR I L T R I .a 1232 87 335 12 51 63 1215 824 8 153 620 137 1 e Width 1 12.0 12.0 1 12.0 12.0 112.0 12.0 112.0 12.0 12.0 I R Vol 1 0 1 0 1 0 1 0 1 ation 0.25 Area Type: All other areas .Signal Operations se Combination 1 2 3 4 1 5 6 7 8 Left A I NB Left A A P Thru .A I Thru A P Right A I Right A P Peds - x I Peds X Left A I SB Left A P Thru A - - I Thru - P Right A I Right P Peds X I Peds X Right .."I.EB_ Right A A Right WB Right A an 32.0 6.0 6.0 46.0 low 3.0 0.0 0.0 3.0 Red 2.0 0.0 0.0 2.0 Cycle Length: 100.0 sees Intersect erformance Summary' Appr/ Lane Adj Sat _-ios Lane Group Approach - Lane Group Flow Rate - Grp Capacity (s) v/c g/C Delay LOS Delay LOS Eastbound L 364 1770 - 0.26 0.40 ' 15.3 B TR 1345 3362 0.80 0.40 31.6 C 30.3 C Westbound L 357 1770 0.87 0.54 46.2 -D - - TR 1645 3500 0.61 0.47 20.3 C 26.4 C' - Northbound L 340 1770 0.89 0.38 48.0 D - TR 550 ,1774 0.88 0.31 48.0 D 48.0 D Southbound - - - L 305 1770 0.10 0.34 23.5 C T 484 - 1663 0.64 0.26 35.6 D 30:9---C-- R 586 1583 0.24 0.37 22.0 C - Intersection Delay 32.7 (sec/veh) Intersection LOS C HCS2000: Signalized Intersections Release 4.1- - Matthew J. Delich - Matthew J. Delich;, P.E. - 2272 Glen Haven Drive Loveland, CO 80538 - - '- Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: Michael Agency/C..: Matthew J. Delich, P.E. Date Performed:-11/17/00 - Analysis Time Period: am m `-- Intersection: - T1 erline/Prospect Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: ecen short bkgrd total Project ID: 0140 - East/West Street 'North/Sout_h Street Prospect Timberline -- Intersection Performance Summary Appr/ Lane Adi Sat Ratios Lane Group Approach-' Lane Group Flow Rate ' Grp Capacity (3) v/c ,-..g/C Delay LOS Delay, LOS,, Eastbound L LT 447 1396 0.75 0.32,� '37 5-?�Dq 27 1 C1•'_ R 776 1583 0.45 0.49 17.2 B LT 590 1845 0.09 0.32 23.9 C 20.2. C R 681 1583 0.10 0.43 17.0, B Northbound L 369. 1770 0.61 0.59 19.3 B TR -967. 1860 r 0.90-. 0.52. 33.6 C 30.6 C Southbountl L 305 1770 0.18 0.54 17.4 B T 857 1863 0.76 0.46 28.8 C 26.0 C R 728 1583 0.20 0.46 16.6 B Intersection Delay = 27.9 (se./veh) Intersection LOS = C NCS2000: Signalized Intersections Release 4.1 Matthew J. Delich - Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970),669-2061 Fax: (970) 669-5034 E-Mail: mdelich@frii.com OPERATIONAL ANALYSIS Analyst: ... Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed:11/17/00 Analysis Time Period: am pm Intersection: Timberline/Drake Area Type: All other areas Jurisdiction: Fort Collins Analysis Year: ecen short bkgrd total Project ID: 0140 East/West Street North/South Street Drake Timberline r Attachment "B^ Transportation Impact Study Pedestrian Analysis Wurksheet Orrin $ec.;, Res :; Irdt OfrlBui.'".. Co n - Ind-. Other -(Project' (Project Sue)J7. I '(SpCc,(v- Aedration - Reatlrnti9 .: z �l Institution yr ' (SCIIn `01' _ ehn[C.y elvte)P' OfficeBuSmess. Cnmme[Cml" Othu (specify}: List the pedestrian destinations within 1320' (1.5 miles for schools) of the oroieot boundary in the spaces above. The pedestrian Level of Service for the facilityicomdor liakin.- these datitmtions to the project site will be based on the directness, continuity, types of street crossings, walkway surface condition, visual interest/amenity, and security ofthe selected rome(s). O� jZt6betJ FAR"` oo PAQK /0 Fg05PECY EAST FDUSI/J"' larimer County Urban Area Street Standards January2, 2001 - - - HCS2000: Signalized Intersection's"Release "14.1 Analyst: Michael - -"' Intei2:"Timberline/Prospect .Agency: Matthew J..Oelich, P.E. Area., -Type: All other Areas `Date: 11/17/00 _ -- - - _-- Jurisd: ' n -Port Loljis 1j; Per iotl: (g)pm ' Yearc recent sport bkgrd total Project ID. 0140- E/W St: Prospect "` N/SiSt TimberfAe „t.s. ti.� SIGNALIZED INTERSECTION SUMMARY; I Eastbound I Westbound "' _ I - Norihbountli-sl Sou tltbountl - _. I L T R- I LT R f L T <( L - T R I I I__ 1 'II _ I No. Lanes 1- 1 2 0 1 1 - 2 0 1 - 1 "" 10 I 1 1 1 1 LGConfig I L TR I L TR I` L TR I- L T R I Volume 188 873 231 162 556 37 1205 333 237 132 541 98 1 Lane Width 112.0 12.0 112.0 12.0 112.0 12.0 112.0 12.0 12.0 F RTOR Vol 1 0 1 0 1 - .0 1 0 1 Duration 0.25 Area Type:. All other areas Signal operations. Phase Combination 1 2 3 4 1 'S-6 7 8 EB Left A P I NB Left A A A Thru P I Thru A A Right P I Right. A A Petls X I Petls X WB Left A P I SE Left A A Thru - P I -Thru _ A Right P I Right A Petls X 1 Pacts X NB Right ..I EB Right SB Right A - I WB Right Green 6.0 40.0 6.0 4.0 34.0 Yellow 0.0 3.0 0.0 0.0 3.0 All Red 0.0 2.0 0.0 0.0 2.0 Cycle Length: 100.0 secs APPENDIX B Intersection Performance Summary Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capacity (a) v/c g/C Delay LOS Delay LOS Eastbound ' L 349 1770 0.27 0.47 16.3 e TR 1371 3428 0.85 0.40 33.9 C 32.6 C Westbound L 233 1770 0.26 0.47 20.3 C TR 1402 3506 0.45 0.40 22.9 C 22.7 C Northbound L 305 1770 0.71 0.45 29.0 C TR 664 1747 0.90 0.38 45.1 D 40.8 D Southbound L 305 1770 0.11 0.42 19.6 B T 633 - 1063 0.90 0.34 47.2 ❑ 41.3 D R 712 1583 0.14 0.45 16.3 B Intersection Delay - 34.3 (sec/veh) Intersection LOS - C HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 90538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: md.lich@fcii.com Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 11/17/00 - Analysis Time Period: (g pm Intersection: Timberline/Prospect Area Type: All other areas Jurisdiction: Far Collins Analysis Year: ecent short bkgrd total Project ID: 0140 East/West Street North/South Street Prospect Timberline "activity center." The level of service determination assumes that future residential developments (namely, Spring Creek Farm and Rigden Farm) will build their streets and adjacent streets in accordance with Fort Collins Standards. This being the case, pedestrian facilities will exist where they currently do not. This is a reasonable assumption. If this does not occur or is not accepted by the City, then acceptablepedestrianlevel of service cannot be achieved. The Pedestrian LOS Worksheet is provided in Appendix H. The minimum level of service for "activity center" is B for all categories. With the assumed future pedestrian facilities along future streets, the pedestrian level of service will be acceptable. Bicycle Level of Service Appendix H shows a map of the area that is within 1320 feet of the Johnson Farm Property. Based upon Fort Collins bicycle LOS criteria, there is one destination area within 1320 feet of. the..Johnson Farm Property. This is the "activity center" indicated on the Fort. Collins Pedestrian Plan, located in the area of the Timberline/Drake intersection. This "activity center" will likely be within the Rigden Farm development. A bicycle LOS worksheet is provided in Appendix H.' Transit Level of Service Currently, this area is served by Route 10. The Fort Collins 2015 Transit System Map shows that Timberline Road will be a high frequency transit corridor with 20 minute- service.._ Drake Road will be;';: served by feeder route service at`30 minute headways.'`-Transit`'leveJ.`= of service will be at B. Most of the Johnson Farm Property'will be; within 1320 feet of a high frequency or feeder transit route in the: future. 27 DAILY TRAFFIC FORECAST FOR INTERNAL STREETS N Figure 13 26 Interior Street Classification - The City of Fort Collins classifies streets based upon a daily traffic volume. In the case of development proposals, interior streets are classified based upon a traffic forecast. The Johnson Farm Property is being submitted as a Conceptual ODP and, as such, a detailed street network is not included. However, a basic street network has been developed. The primary streets are shown in Figure 13 with the daily volume forecasts at a number of locations. Also shown on Figure 13 are the daily traffic forecasts at the remaining accesses to the Johnson Farm Property. These forecasts are generally less than 1000 vehicles per day (vpd), which indicates that they would be considered to be local streets.(less than 1000 vpd). From this, it can easily be deduced that interior streets would -have less than--1000 vpd and would, therefore, be classified as local streets. A short segment of the access labeled as Access G will have volumes that are forecasted at being just over lobo vpd. As such, .according .to the Fort Collins Street Standards, this.short segment-_should.be,classified as a connector local street. However, this volume (>1000 vpd) will only exist for a short segment of .this street. It is, therefore, recommended that this short segment be classified as a local street, rather than have street classifications change because of.: small deviations from the street standards. The difference between a residential local street and a connector local street is 6 feet of pavement. There are two streets that will go through the Johnson Farm Property that will have traffic volumes that will be in the range of collector streets. As the streets proceed through the property,..tbe::;_.:_ volumes will decrease to those of.a connector local street in::the:.eastr..'-.;-, portion of the Johnson Farm Property. However, "'street"-sys.tem,�.` continuity is important to consider. In light of, - •this °°'`if"• 3s "` recommended that the street that enters the Johnson Farm Property at" Access C be classified as a minor. collector street with appropriate cross section modifications in the segment just east of Timberline Road. It is also recommended that the north/south street that enters the Johnson Farm Property at Access H be classified as a minor collector street and that it continue to be classified as a minor collector street to its connection with Sharp Point Drive, regardless of whether the traffic forecasts show a lower classification. Pedestrian Level of Service Appendix H shows a map of the area that is within 1320 feet of the Johnson Farm Property. There will be four pedestrian destinations within 1320 feet of the Johnson Farm Property. These are: 1) Fort Collins High School (1 mile for schools), 2) the future residential/commercial area west of the site (Spring Creek Farm),, 3) the residential/commercial area south of the site (Rigden Farm), and 4) the commercial area north of the site (Prospect East Business Park) . This site is in an area type termed "school walking area" and 25 n —� 1. Access D Access E LL C� T � 9' r "."Custer V) Cn N U U El Tyr LONG RANGE (2020) GEOMETRY 24 m 3 0 ME cn in N U U El -we - Denotes Lane Figure 12 V) Cn N U U El Tyr LONG RANGE (2020) GEOMETRY 24 m 3 0 ME cn in N U U El -we - Denotes Lane Figure 12 TABLE Long Range (2020) Total Peak Hour Operation i�r% Inte ........ Q zl" Timberline/Prospect (signal) EB D C WB C E NB D D SB D E OVERALL D D Timberline/Access A (RT-in/RT-out) WB RT C C Timberline/Access B (RT-in/RT-out) WB RT C C- Timberline/Access C (signal) EB C C WB C C NB D -C SB B OVERALL C C Timberline/Access D (RT-in/RT-but/LT-in) EB RT B .C- WB RT C C NB LT B C SB LT C C Timberline/Access E (RT-in/RT-out) EB RT B -C WB RT C C Timberline/Drake (signal) EB D D WB D D -NB D 'D SB C OVERALL D Timberline/Custer (signal) EB C C WB C D NB C C SB C, D OVERALL C D Drake/Access F (RT-in/RT-out) SB RT A A Drake/Access G/lowa (stop sign) NB LTrT F F NB RT B B NB APPROACH F F SB LT/T D F SB RT B 6 SB APPROACH C D EB LT A A WB LT A A Drake/Access H (stop sign) SB LT/RT B C EB LT A A 23 -� '--Access-D Access'E U- c fA N C� N N .. - U . U Drake Custer SHORT RANGE (2007) GEOMETRY c ch N U U El -an -- - Denotes Lane Figure 11 22 TABLE Short Range (2007) Total Peak Hour Operation -k ... ... M6v'eff w`fit:.,,'i."K IL ....... :4ve.. � Pw*" Timberline/Prospect (signal) EB C C WB C D NB C C SB D D OVERALL C D Timberline/Access A (RT-in/RT-out) WB RT C B Timberline/Access B (RT-in/RT-out) WB RT C Timberline/Access C (signal) IEB C C NB C :: SB B .... .. C, OVERALL C C Timberline/Access D (RT-in/RT-out/LT-in) EB RT B C WB RT C B NB LT B C SB LT C B Timberline/Access E (RT-in/RT-out) EB RT B C WB RT. C.. B Timberline/Drake (signal) EB D D W.B D ------- -- NB C C SB C D OVERALL C D Timberline/Custer (signal) EB C C WB C C NB B B SB B C OVERALL B B Drake/Access F (RT-in/RT-out) SB RT A A Drake/Access G (stop sign) SB LT B C SB RT B B SB APPROACH B B EB LT A A Drake/Access H (stop sign) SB LT/RT B B EB LT A A 21 TABLE 4 Long Range (2020) Background Peak Hour Operation tnte...... n ktovement rvk Timberline/Prospect (signal) EB C C WB C D NB C D SB C D OVERALL C D Timberline/Access C .«-.>-:.•.%_,•` (signal) EB C C NB B B SB B C OVERALL B B Timberline/Access D (RT-in/RT-out/LT-in) EB RT B C NB LT B . C, Timberline/Access. E (R 1 1 -In,R -VUt/L 1 -111) EB RT B C Timberline/Drake (signal) " F _.< u- EB C D. WB D D NB D D SB C C OVERALL C D Timberline/Custer (signal) EB C C WB C D NB C C SB B C OVERALL C C Drake/Access G/Iowa (stop sign) NB LT/RT B C WB LT A A 20 TABLE 3 Short Range (2007) Background Peak Hour Operation v n U11-1 I Level of Sernce Timberline/Prospect (signal) EB C C WB C D NB C �C f I SB LC --A. D OVERALL C C Timberline/Access C (stop sign) EB LT F EB RT B EB APPROACH E NB LT B B Timberline/Access C (signal) EB C C NB B B SB B C. OVERALL B B Timberline/Access D (RT-in/RT-out/LT-in) EB RT B -'C NB LT B C Timberline/Access E (RT-in/RT-out/LT-in) EB RT B B Timberline/Drake (signal) EB D --D-" WB D D NB C C SB C C OVERALL C C Timberline/Custer (signal) EB C C WB C C NB B B SB B B OVERALL B B 19 n 0 0� A& 60/110 J(� 83011310 105/465 N \\ /— 1251130 } Prospect 1305/1020 355/690 g mL.l m m Qo O m N �3020 �. Access A m (O P m m O O N 70145 i Access B O � N � N m r rn `65/60.. n m �—.NOM - 75180 77J. `i 44 f Access�C` _. r1oM;- .. of O O P m • O o N In m m o ^ o m _ .. - 50/30 4020 Access.D I L. ..e.'t2,6 m N N o rv. 4020 +, ' 3520 f i :Access E IN I LL C9 m m m m � U Q U Q O N O n •- I 220230 Yi O_ O 5/5 IN IO_ IO 300'340175/ 85 J 5�' (y J 3016075 635/725 /// \\ Drake 4201320 } 10/40 1 } 2901400 —�- o - 545r740 505/595 o �' o 10135 h o N m P N .- P r n m m N m 0 N N 235/360 Im •- �I-1025 1 l 155260 //515 /— /\\\ Custer 1520 15115 a c - � N N m � m LONG RANGE (2020) TOTAL PEAK HOUR TRAFFIC ]6 !n m m Q O O n ry 020 3 �— 00/555 100/125 —/ 4051400 —� --w— AM/PM Rounded to Nearest 5 Vehicles Figure 10 0 N Q S m N 45/80 640/1010 N J 85/425 /- Prospect 95/100\\\ 1005685 —► N o N 3301670 o uv'i C a a O N P / Access A o m N Y N N N O n L 70/45 Access B o N Y � N O N n N m N O 85/60 �NOM . 75180 1 /190/140 T Access C NOM 30/90 o 2 o rn a v � N M i3 G ON 50130 4020 Access D m N N N O C o o m 0 N N O N m N - 4020 3520 - f Access E 0 o tL U of u� N m N V1 Vl ✓1 U U o O � U Q U Q o_ a_ 2 r t O o N 180/190 Q m m a IN 1 m m i � _ -_ 290295 CIO 130/105 J �. 55 N J � �- 5P3 /// 54�85 -_ 49( Drake 370rZ90 / 101440 —1 150245 -�- N NI o 305/450 -� 4351350 o Q' 0 0 � n o n . v n m o 110/85 1 v---NOM 160/105 //515 Custer NOM 15/15 o N b m m SHORT RANGE (2007) TOTAL PEAK HOUR TRAFFIC 2 N N U Q 0 0 - 20/20 190/319013 ��- 25 100/125 2001170 -� ---a— AM/PM Rounded to Nearest 5 Vehicles Figure 9 17 site generated peak hour traffic assignment. Figure 9 shows the total (site. plus background) short range peak hour traffic at the key intersections. Figure 10 shows the total long range morning and afternoon peak hour traffic at the key intersections. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. Using the short range background traffic forecasts, peak hour signal warrants will be met at the Timberline/Custer intersection. Using the short range total traffic forecasts, peak hour signal warrants will be met at the Timberline/Access C intersection. Signal warrant analyses are provided in Appendix C. Operation Analysis. - -Capacity analyses _,mere performed at the key intersections. The operations analyses were, -*.,conducted for the short range analysis, reflecting a year 2007 condition. The long range analysis reflects a year 2020 condition: 'The,¢intersection geometry used in the various analyses is that needed to achieve acceptable operation in the respective short range and long range futures. Using the traffic volumes shown in Figure 6, the key intersections operate in the short range -'background condition as indicated in Table 3. Calculation forms for: these. analyses are provided in Appendix D. The key intersections will operate acceptably during the peak hours, except for the minor street°left=```burns at the Timberline/Access C intersection with stop sign control, ,whch`will operate at level of service F. With signalization, this intersection will operate acceptably. Using the traffic volumes shown in Figure 7, the key intersections operate in the long range background condition as indicated in Table 4. Calculation forms for these, analyses are provided in Appendix E. The key intersections will operate acceptably during the peak hours. Using the traffic volumes shown in Figure 9 and the recommended geometries, the key intersections operate in. the short range total condition as indicated in Table 5. Calculation forms for these analyses are provided in Appendix F. The key intersections will operate acceptably. The short range geometry is shown in Figure 11. Using the traffic volumes shown in Figure 10, the key intersections operate in the long range total condition as indicated in Table 6. Calculation forms for these analyses are provided in Appendix G. The key intersections will operate acceptably, except for the northbound minor street leg during 'both peak hours at the Drake/Access G/Iowa intersection. The long range geometry is shown in Figure 12. 1.6 0 A& � „tea N 51/176 ` Prospect o e -- o � QC Tt2 m h 1 / Access A _NI �/1 P N O h N Access B m �n YI P p T N �Inl 85/60187/130 _ r Access C iz N M N N � O P m m O 4erze r Access D ie M p�p W 37116 Access E N O 1L N N N 1/1 N Q Q Q `R cq m m N ` 16f11 1041 1-156/99 n `e 941551 1r2 1/4 `---5113 104170 216 Drake 431140 /4/55 ( 6/40 35/119 2007 —�- 351119 —� n e Q 6/2 n P N N (Q N 0 ■O_1 1 Custer AM/PM m c M SITE GENERATED PEAK HOUR TRAFFIC Figure 8 15 E o Qo h ` v m o `60I110 63011310 - -125I505 2505 � Prospect 125/130 —1 1305/1020 I 305/510 2 C O O N N N Q 1! N N .. ... _�-... .......... I �} Access C 251e0 30 N o O m oN N ' fIO Access D 4020 --\ ) f ` > o N N � /✓ m Access E n°:. 3520 0 N Q N C2 Q 0 0 0 220/225 �_.180250 701100 Drake 405ne0 r 240f320 5051595 $ o a-o N o (O 10 N � N N ry 2351360 I" J I� l — 1025 — 155260 Custer 515 1520 15115 o C N � O N N � N LONG RANGE (2020) BACKGROUND PEAK HOUR TRAFFIC --a— AM/PM Rounded to Nearest 5 Vehicles —420550 30/s0 405/545 —� 10/35 --1 N O ry o � N 0 Figure 7 14 n o N � 45re0 640/1010 1 i 105/465 Prospect 95moo1�\\\ 1005n65 o 0 280/490 0 v 0 0 n o v pN a N POP O� JN 1 Access C 75/Bo�-� 30/90 N m N m W N �O C O N O � L' o O �O .- � N Access D 4020 O 1z N - N � N Oi N O t2 Access E 3520 N O n � h Q � iB0/1B5 —170205 25120 Drake 355/150 1 130/165 435/350 � ego O N N yj P N P N O N 0 m-11ores 0 —NOM -- 1601105 Custer sF J/ NOM 15/15 g o � 0 o �n r ry SHORT RANGE (2007) BACKGROUND PEAK HOUR TRAFFIC I& N -- AMIPM Rounded to Nearest 5 Vehicles Figure 6 i 13 Pro. Dr TRIP DISTRIBUTION r Figure 5 12 TABLE 2 Trip Generation 0 Parcel A 710 Office 4.0 KSF 11.01 1 44 1.37 5 0.19 1 1 1.0.25 1 -1 1.24 1 Parcel B 210 Single Family 242 D.U. 9.57 1 2316 0.19 46 10.56 1 136 1-0.65,71 157 10.36 1 "87 Parcel C 210 Single Family 226 D.U. 9.57 1 2163 0.19 43 0.56 127 0.65 147 0.36 81 814 Specialty Retail 8.0 KSF 407671 325 1.92 15 1.44 12 3.08 25 3.332 7] Subtotal 2488 58 139 172 E 08 Parcel D 210 Single Family 145 D.U. 9.57 1 1388 0.19 28 0.56 81. 0.65 94 0.36 52� Parcel E 230 Townhome 385 D.U. 5.86 1 2256 0.07 27 0.37 142 0.36 139 0.18 69 Parcel F - 210 Single Family 193 D.U. 9.57 1 1947 0.19 37 0.56 108 0.65 125 0.36 69 Parcel G 210 Single Family 168 D.U. 9.57 1608 0.19 32 0.56 94 0.65 109 0.36 60 Total 11,947 233 701 781 435 11 a NO SCALE SITE PLAN 10 Figure 4 III. PROPOSED DEVELOPMENT The Johnson Farm Property is, primarily a residential development .(with a small portion allocated to office and retail land uses), located in the northeast quadrant of the Timberline/Drake intersection in Fort Collins. Figure 4 shows a site plan of the Johnson Farm Property. The short range analysis (Year 2007) includes development of the Johnson Farm Property and an appropriate increase in background traffic, due to normal growth and other potential developments in the area. The.long range analysis year is considered to be 2020. The site plan shows the Johnson Farm Property indicating the primary accesses to the arterial streets and the collector streets within the Johnson Farm Property. The, accesses are given letter designations. The control and allowed movements at each access are: A - stop sign with right-in/right-out movements; B stop sign with right-in/right-out movements; C signal with full movements; D - stop sign with right-in/right-out/left-in movements; E - stop sign with right-in/right-out movements; F - stop sign with right-in/right-out, movements; G - stop sign with full: movements; and H stop sign_ with ' full movements. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. A compilation of trip generation information contained in -Trip Generation, 6th Edition, ITE was used to estimate trips that would be generated by the proposed/expected uses at this site. Table 2 shows the expected trip generation on a daily and peak hour basis. Trip Distribution #` Directional distribution of the generated trips was determined for the Johnson Farm Property. Future year data was obtained from the NFRRTP and other traffic studies. Figure 5 shows the trip distribution used for the Johnson Farm Property. Background Traffic Projections Figures 6 and 7 show the respective short range and long range background traffic projections. Background traffic projections for the short range and long range future horizons were obtained by reviewing the NFRRTP and various traffic studies prepared for this area of Fort Collins. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. Figure 8 shows the W Right -turn lane improvements are generally considered to be relatively easy to implement. However, due to the Timberline bridge and other physical constraints, these lanes are not practical without an overall improvement to this intersection. This level of improvement will likely be undertaken by the City as a capital improvement project with contribution from land developments that impact this intersection. Pedestrian Facilities There are pedestrian facilities along the west side of Timberline Road, south of Drake Road. However, these are beyond 1320 feet from the Johnson Farm Property site. There are no sidewalks on the east side of Timberline Road. However, these sidewalks will be constructed with the development of the First Assembly of God Church and Rigden Farm. There are currently no sidewalks along Drake Road. However, when these roads are built to arterial standards, sidewalks will be included in the respective cross sections. Sidewalks are/will be incorporated within this.development. Bicycle Facilities Bicycle Lanes will be included within the cross section of Prospect Road, Drake Road, and Timberline Road, per Fort Collins standards. Other streets that require bike lanes are beyond 1320 feet from the Johnson Farm Property Site r.�� �1 Transit Facilities .. .. .. „<•<_'; cam^ .. Transfort � currently: serces�*'this area of 10. Route 10 providesE,.GO:w minute service Timberline/Drake intersection: Fort Collins with Route with a stop near the 8 TABLE 1 Current Peak Hour Operation �Kjj��Y�2�1 13.�ww• `�//��V �fS ( _3'� � PM1 K 'T 5 'r.. ( '�10Yt.V� 4 S'YS h.✓* laaY J'^ "_ tl aH ! �w 1 v YI" 1 L `(�^3 - "]sv 4 l � l �Y � ���/ppry���, fT [y � � i }�{-in �•C J...ic S i�'n��el �# V�1�1'V�} } `) i � _ y?`'°r_�f d. '� SF £P' 1 Timberline/Prospect (signal) EB C C WB C CNB D D SB D C OVERALL C C Timberline/Drake (signal) EB C D WB C - CNB C B SB C C OVERALL C C Timberline/Custer (stop sign) EB LT/RT B C NB LT B B 7 e N rn M 37/70 �— 556/880 62294 1 Prospect 88r90 873/683 —� 231 /341 " a U) C9 o m M N (7 N C 63/104 511139 Drake 2321133 87/19 3351314 N m Ln v � N aD N t0 m CD CD f(I7 Custer — / 15/13 om 1-- AM/PM ADJUSTED RECENT PEAK HOUR TRAFFIC 6 Figure 3 N m O M 0) �-37170 m ,� (also) O Ln °' - 556/880 (7301933) 621294 (207/413) (831114) 88190 —� Prospect (757/695) 873/683 —�► (282/342) 2311341 44 c$ v La M v) m n o M Cl) N C7 N m O M N 0 N f7 N N n N -- N ` M � o `= 631104 . t�] N ('1 tl0 "-51/139' J^ f 1 i /-219 Drake 232/133 87/19 —► 335/314 N o cfOv m °D in v � N N a� aD f(I+1 Custer 2rz 15/13 � C 04 N O --a— AM/PM N RECENT PEAK HOUR TRAFFIC 5 Figure 2 Existing Traffic Recent peak hour traffic counts at the key existing intersections are shown in Figure 2. The traffic data for the Timberline/Prospect and Timberline/Drake intersections was collected in July 2000, and the traffic data for the Timberline/Custer intersection was collected in November 1998. The Timberline/Drake and Timberline/Prospect counts were taken from the "Spring Creek Farm TIS," August 2000. Values in parentheses- at the Timberline/Prospect intersection reflect counts obtained by the City in October 2000. Review of this data indicates abnormalities for some movements, probably caused by construction/detours at other intersections. Therefore, the counts from the "Spring Creek Farm TIS" were used. New traffic counts were not obtained at the Timberline/Drake intersection due to the current construction along Timberline Road and Drake Road. Since the turning movements at the Timberline/Custer intersection are not likely to have changed to/from the west leg of Custer Drive, an updated count was not performed at this intersection. The only changes at this intersection would be •related to through. -traffic on Timberline Road and construction. related traffic..on-:the east leg of Custer Drive. Through traffic 'volumes on Timberline Road were adjusted to reflect a year 2000 condition and are shown`iri Figure 3. Existing Operation The counted i nter5ections were evaluated .:Si to^ti'^' • "� "� .,g techniques provided in the 2000 Highway Capacity Manual. Using the peak hour traffic shown in Figure :-3;-.the peak hour -operation is shown in Table 1. Calculation ..forms are.,promided-inAppendix-B.°-=3A -description of _level of service for signalized-. and. -:unsignaliz ed,=intersections from the 2000 Highway Capacity -Manual is "also provided_-in�!,Appendix B. The key intersections operate acceptably- overall during both -the morning and afternoon peak hours. Acceptable operation at signalized intersections during the peak hours is defined as level of service E or better in a mixed use district. At unsignalized intersections, acceptable operation is considered to be at level of service F for any approach leg for an arterial/local intersection. While the analyses show that acceptable operation occurs at the Timberline/Prospect intersection, observation indicates otherwise. During the peak hours, the northbound queue routinely backs up to/through the Timberline/Midpoint intersection. This intersection allows for right-in/right-out movements. It is approximately 500 feet south of Prospect Road. This length of queue indicates that there is currently inadequate geometry northbound on Timberline Road at Prospect Road. In addition to this, there is a high (>200 vph) eastbound right - turn volume on Prospect Road during the peak hours. Provision of both a northbound right -turn lane and an eastbound right -turn lane would greatly improve the operation of the Timberline/Prospect intersection. 4 SCALE: V=2000' SITE LOCATION Figure 1 II. EXISTING CONDITIONS The location of the Johnson Farm Property is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily either vacant (agriculture) or residential. A residential development (Rigden Farm) is under construction to the south of the site. The Spring Creek Farm mixed -use development is currently going through the land development approval process in Fort Collins. Land adjacent to the site is flat (<2a grade) from a traffic: operations perspective. The center of Fort Collins lies to the west of the proposed Johnson Farm Property. The Timberline Road corridor, according to the City of Fort Collins Structure Plan, will have a mixture of land .uses, including employment, residential, industrial;- and -'commercial. As such, it is considered to be a 'Mixed Use. District Roads The primary streets near the Johnson Farm Property site are Timberline Road, Drake Road, and Prospect Road. Timberline Road is to the west of the .Johnson Farm Property site. it is class;fied as a Six - lane arterial beyond the year .2015 on the Fort. Collins Master Street Plan. Currently,.- Timberline Road has a two-lane cross section near the Johnson Fa-rm :.Property site. At.rDrake Road, Timberline Road has one travel lane`.:in each direct ion;,_3 left -turn lanes, a southbound right -turn lane, and limited bike faciliti;es.,Jhe .existing speed limit in this area is 40 mph. .-.The Timberline/.Drake intersection is currently under construction to improve the intersection. Drake Road is south of the Johnson Farm Property site. It is an east -west street designated as a four -lane arterial west of Timberline Road and a two-lane arterial 'east of Timberline Road on the Fort Collins Master Street Plan. Currently, it has a two-lane. cross section adjacent to the site. At Timberline Road, Drake Road has two travel lanes, right -turn lanes, and limited bike facilities. The existing speed limit in this area is 40 mph. The Timberline/Drake intersection has signal control. As mentioned above, this intersection is being improved. Prospect Road is north of the Johnson Farm Property site. It is an east -west street designated as a four -lane arterial on the Fort Collins Master Street Plan. Currently, it has a four -lane cross section in the area of the site. At Timberline Road, Prospect Road has two travel lanes in each direction, left -turn lanes, and limited bike facilities. The existing speed limit in this area is 40 mph. The Timberline/Prospect intersection has signal control. 2 I. INTRODUCTION This transportation impact study addresses the capacity, geometric, and control requirements at and near the proposed development of the Johnson Farm Property. The proposed Johnson Farm Property is located in the northeast quadrant of the Timberline/Drake intersection in Fort Collins, Colorado. During the course of the analysis, numerous contacts were made with the project planning consultant (Downing/Thorpe/James), the Fort Collins Traffic Engineering staff, the Fort Collins Transportation Planning staff, and the Fort Collins Current Planning staff. This study generally conforms to the format set forth in the Fort Collins transportation impact study guidelines. A Base Assumptions Form and related information are provided in Appendix A. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment;, - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze signal warrants; - Conduct level of service evaluation of pedestrian, bicycle, and transit modes of transportation. 1 LIST OF FIGURES Figure Page 1. Site Location ........................................ 3 2. Recent Peak Hour Traffic ............................. 5 3. Adjusted Recent Peak Hour Traffic .................... 6 4. Site Plan ............................................ 10 5. Trip Distribution_....,....-............................ 12 6. Short Range (2007) Background Peak Hour Traffic'...... 13 7. Long Range (2020) Background Peak Hour Traffic ....... 14 8. Site, Generated Peak.,,Hour-.Traffic ..................... 15 9. Short.,,Range (2007) Total Peak Hour Traffic ........... 17 10. Long Range (2020)' Total Peak Hour Traffic ............ 18 11. Short Range (2007) Geometry .......................... 22 12. Long Range (2020) Geometry ........................... 24 13. Daily,:. Traffic. Foreca:t,for„Internal Streets ........... 26 j .T�.� tli C.. 1. � • t APPENDIX A Base Assumptions Form B Current Peak Hour Operation/Level of Service Descriptions C Signal Warrants D Short Range Background Traffic Operation E Long Range Background Traffic Operation F Short Range Total Traffic Operation G Long Range Total Traffic'Operation H Pedestrian/Bicycle/Transit Level of Service Worksheets TABLE OF CONTENTS Page I. Introduction ......................................... 1 II. Existing Conditions .................................. 2 LandUse ............................................. 2 Roads................................................ 2 Existing Traffic ..................................... 4 Existing Operation ................................... 4 Pedestrian Facilities ................................ 8. Bicycle Facilities ................................... 8 Transit Facilities ................................... 8 III. Proposed Development ................................. 9 Trip Generation ....................................... 9. Trip Distribution .......:.......................,........ 9 Background Traffic Projections ....................... 9 Trip Assignment.......................................g SignalWarrants ...................................... 16 Operation Analysis ................................... 16 Interior Street Classifications ...................... 25 Pedestrian Level of Service .......................... 25 Bicycle Level of Service .............................. 27 Transit Level of Service ............................. 27 :_.._ IV. Conclusions ...........................................: 2V LIST OF TABLES Table Page 1. Current Peak Hour Operation .......................... 7 2. Trip Generation ...................................... 11 3. Short Range (2007) Background Traffic Peak Hour Operation .......................... 19 4. Long Range (2020) Background. Traffic Peak Hour Operation .......................... 20 5. Short Range (2007) Total Traffic Peak Hour Operation .......................... 21 6. Long Range (2020) Total Traffic Peak Hour Operation .......................... 23 THE JOHNSON FARM PROPERTY TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JULY 2001 - Prepared for: The James Company, 2919'Valm`ontRoad, Suite 204 Boulder, CO 80301 Prepared by: MATTHEW J. DELICH, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 PP�p REG/S� o;•��WJ.Q• �9 , A, ;`o RCS2000: Unsigualized Inte[seR ions Release 4.1 Tr 'Y STOP CONTROL SUMMARY 1 Intersection Performance Sumo Appr/ Lane Adj Sat Ratios Lane k _I Approach Lane Group Flow Rate Grp Capacity Is) v/c g/C Delay LOS Delay LOS 1� L 418 1770 0.18 0.27 28.1 C 24.5 C R 586 1583 0.16 0.37 21.2 C W. d Northbound L 233 1770 0.16 0.65 18.9 0 T 2265 3539 0.620.64 11.3 B 11.5 B Southbound T 2053 3539 0.09 0.58 24.9 C 24.7 C R 918 1583 0.02 0.5B 8.9 A Intersection Delay a 19.2 (sec/veh) Intersection LOS - 5 HCS2000: Signalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. 2272 Glen Haven Drive Loveland, CO 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 E-Mail: mdelich@fril.com OPERATIONAL ANALYSIS Analyst: Michael ' Agency/Co.: Matthew J. Delich, P.E. Date Performed: 7/12/01 Analysis Time Period: am a Intersection: Timberline/Access C Area Type: All other areas Jurisdiction: Fort Co Tins Analysis Year: short on kgzd otal Project ID: 0140 East/West Street North/South Street Access C Timberline HCS2000: Ue,t iynali zed lntersectione Release 4.1 TWO-WAY STOP CONTROL SUMMARY -_ Analyst: Michael ' Agency/Co.: _ Matthew J. Delich. P.E. - Date Performed:-7/1202- Analyela Time Period. am® .. Intersection. Timberline/Access D. _ Analysis[yea Fort C Ii ` Analysis year: - short bkgtd total1 = Project ID: 0140 _ eat/Wa.t Street: Access 0 North/South Street: Timberline Intersection Orientation: WE Study period (hra 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T R 1 L T R volume ]5 Peak -Hour Factor, PHF 0.95 0.95 0.9 0. 0.95 79 1442 Flaw Rate. 1442 19DO 1900 -31 Percent Heavy Vehicles 2 -- -- Percent Vehicles - -- Median Type Undivided AT Channelired? Lanes 3 2 2 0 Configuration L T T TP. Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Peak Hour Factor, PHF 0.95 Hourly Flow Rate, HER 21 Percent Heavy Vehicles 2 Percent Grade (1) 0 0 Median Storage Flared Approach: Exist.? Storage AT Channelired? No Lanes I Configuration R Delay, Queue Length, and Level of Service Approach Na Sa Westbound Eastbound 4ovement 1 4 1 7 8 9 1 10 11 12 Lane Config L I i R v 1 78 21 CI 301 301 v/, 0.26 0.01 951 . length 1.01 0.22 Control Delay 21.1 17.6 LOS C C Approach Delay 17.6 Approach LOS C Analyst: Mi - Agency/Co.: Mat,.....w J. Delich, P.E. Date Performed: ] 12/01 Analysis Time Period: am pe Intersection: imbarline/Access D Jurisdiction: Fort C in Analysis Year: short lon bkgrd total Project ID: 0140 East/Neat Street: Access D North/South Street: Timberline Intersection Ozientatimn: NS Study period (hra): 0.25 vehicle volumes and Adjustments Major Street: Approach Northbound Southbountl Movement 1 2 3 1 4 5 6 L T R I L T R Volume 20 1865 121 to Peak -Hour Factor, PHF 0.95 0.95 0.95 0.95 Hourly Flow Rate, HFR 21 1963 1278 10 Percent Heavy Vehicles 2 -- -- -' '- Median Type Undivided AT Channelired? Lane. 1 2 _ 2 0 Configuration L T T TR Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R 1 L T R Peak Nour Factor, PHF 0.95 Hourly Flow Rate, HER 42, Percent Heavy vehicles 2 PercentGrade(1) 0 0 Median Storage Flared Approach: Exists? Storage AT Channelired? No Lanes Configuration R Delay, Queue Length, and Level of Service Approach We 'SR Westbound Eastbound w Movement 1 4 1 7 8 9 1 10 11 12 Lane Config - L I I R v (vph) 21 42 C(m) (vph) 534 471 v/c 0.04 0.09 95% queue length 0.12 0.29 Control Delay 12.0 13.4 Los B B Approach Delay 13.4 Approach LOS B HCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. -1 HCS2060: Unsigualized Intersections Release 4.1 TWO -NAY STOP CONTROL SUMIARY Analyst: Michael Agency/Co.: Matthew J. Delich, P.E. Date Performed: 12/03 Analysis Time Period: aril pm Intersection: Timberline/Access.E Jurisdiction: Fort C dog Analysis Year: short kgrd total Project ID: 0140 East/West Street: Arco.. E North/South Street: Timberline Intersection Orientation: NS Study period (h..): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6 L T A I L T R Peek -Haut Factor, PHF 0.95 0.95 0.95 - Hourly Flow Rate, HFR 1984 1315 5 Percent Heavy vehicles -- -' -- Median Type Undivided RT Channelired? 2 0 Lanes 2 T T TR Configuration UPetream Signal? No He Minor Street: Approach westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 35 Peak Hour Factor, PHF 0.95 Hourly Flow Rate, HFR 36 Percent Heavy Vehicles 2 Percent Grade (1) 0 0 Median Storage Flared Approach: Exists? Storage AT Chennelixetl? No Lange R Configuration Delay, Queue Length, and Level of Service Approach Na SO Westbound Eastbound Movement 1 4 1 7 8 9 1 10 it 112 Lane Config v ('Ph) 461 36 C(ml (vph) 0.0 v/c O. OB 95% queue length 0.25 Control Delay 13.5 Los B Approach Delay 13.5 .. Approach LOS 8 KCS2000: Unsignalized Intersections Release 4.1 Matthew J. Delich Matthew J. Delich, P.E. HCS2000: Unsignalized lot.c.ection. Release 4.1 Matthew J. DeliCh Matthew J. Delich, P.E. APPENDIX A Johnson Farm Summary of Multi -Use Trip Generation Average Weekday Driveway Volumes July 09, 2001 24 Hour AM Pk Hour PM Pk Hour Two -Way Land Use Size Volume Enter Exit Enter Exit fL -- General Office Building 4 Th.Gr.Sq.Ft. 44 5 1 1 5 3 Single 'Family Detached Housing y 242 Dwelling Units 2316 46 136 157 87 Single Family Detached Housing 226 Dwelling Units 2163 43 127 147 81 y Single Family Detached Housing 145 Dwelling Units 1388 28 81 94 52 E Residential Condominium / Townhouse 385 Dwelling Units 2256 27 142 139 69 F Single Family Detached Housing 193 Dwelling Units 1847 37 108 125 69 CT Single Family Detached Housing G168 Dwelling Units 1600 32 94 109 60 Specialty Retail Center 8 T.G.L.A. 325 a' ,!' 9 12 15- (L Total 11947 2&g 5'&9-- 7E1 435 233 -701 Note: A zero indicates no data available. Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. TRIP GENERATION BY MICROTRANS Attachment"A" Trausponarion Impact Study Base Assumptions Projectlnlortuahon co Project Name Jowusoa/ N- PG TY� Project Location A/E GAIe -R or l7e,se6 T,na6e uue ?IS Assump"ns - - _ - Type of Study Full:- y. lotcnnadime: No Study Area Boundaries North: '�Zo SP6r South: C,.rs TE2 Fast E3sr Ac�sss 'H��T,ra6euutr Study Years ShortRange: 200,7 Long Range: 2020 Futare T,. is Growth Rate F.0 ,4y,u„u0 Study buctsccrions 1. All access drives 2-D2AeG�T,.w362L1u� b. 3.peaspSCT%Tr., MGCL,.0 7. 4.T,.,sre�r.,F�Cas rep_ 8. Time Period far Study M: 7:00-9:0 PM: 4:00-6:OU Sat Noon: Trip Grnemtion Rates Peg I TG Trip Adjustment Factors Passby: /JOT S W FK4,IT Captive S.wG /uraaab Market T4r'r4aw 8e"". Overall Trip Distribution5n6 QTi,1 North South 'D Fist West Mude Split Assumptions Committed Roadway lmprovemenm DRAK6�„ataMu6 yrve z6cno-V Uuoe2 Other Traffic Studies 3PR,uera.atvw ARM (;.Cp L.W) 2mesu FARu (M SO,PE) Are. Requiring Special Study f.aT Ta'eounM TeAFWC au SNARP wr Da,c: jVLy 9, Z 00^( . (FA)) - TmtHc Engines: P'IA-r `/ELICM I.aenl Entity Fngmn rr. Z5-3o7 Lorimer Counn Urban Area Street Standards January 2. 2001 z5_307o 1 u