Bill Turnblad, Community Development Director City of Stillwater Leif Garnass, PE, PTOE, Senior Associate Joe DeVore, Traffic Engineer

Size: px
Start display at page:

Download "Bill Turnblad, Community Development Director City of Stillwater Leif Garnass, PE, PTOE, Senior Associate Joe DeVore, Traffic Engineer"

Transcription

1 Memorandum SRF No To: From: Bill Turnblad, Communiy Developmen Direcor Ciy of Sillwaer Leif Garnass, PE, PTOE, Senior Associae Joe DeVore, Traffic Engineer Dae: November 9, 16 Subjec: Downown Plan Updae Traffic Impacs Analysis Inroducion SRF Consuling Group, Inc. (SRF) has compleed a raffic impacs analysis o inform he planning process currenly underway for he Sillwaer Downown Plan Updae. The updae o he downown plan is in response o he upcoming closure of he Sillwaer Lif Bridge o vehicular raffic when he new S. Croix River crossing bridge is compleed in 1. The exising bridge will be convered o serve bicycle and pedesrian raffic only and will become par of he S. Croix Crossing Loop Trail. The rail will cross he S. Croix River a he lif bridge and a he new S. Croix River crossing bridge o connec he Minnesoa and Wisconsin rail secions. Closing he lif bridge o vehicular raffic is expeced o grealy reduce he amoun of cu-hrough raffic in downown; his raffic currenly causes congesion and queueing issues, paricularly during weekday afernoon peak periods and during Saurday evens. The objecive of his raffic impacs analysis is o idenify poenial ransporaion sysem modificaions (e.g. reducion in urn lanes, changes in raffic conrol, roadway closures, and improvemens for pedesrians and bicycliss) ha can be considered as par of he downown plan. The sudy limis include Highway 9 (Hwy 9) and Sree from Mulberry Sree o ree, as well as four oher downown inersecions (see Figure 1). Daa Collecion Exising and hisorical raffic volume daa was obained for his sudy. Hisorical daily volumes were provided by he Minnesoa Deparmen of Transporaion (MnDOT) for he weeks of June,, Augus,, and April 16, 6 a various locaions around he greaer Sillwaer area. This daa was used o undersand volume changes due o he lif bridge closure as hese daes coincide wih daa colleced before, during and afer a pas bridge closure. Vehicular and pedesrian couns were colleced by SRF on Thursday, July 14, 16 during he p.m. peak period from 4: p.m. o 6: p.m. and on Saurday, July 16, 16 from 12: p.m. o 6: p.m. during he Lumberjack Days weekend. The weekday p.m. peak period represened higher vehicular raffic while Lumberjack Days represened a weekend even ha was expeced o generae high pedesrian volumes. Daa colleced a he inersecions is shown in Figure 1.

2 Norh NORTH Mulberry S Commercial S Myrle S X H:\Projecs\9\94\TS\Documenaion\Figures\Fig1_Projec Locaion.cdr Chesnu S X X S 3rd S X Olive S LEGEND Curren/Fuure Sudy Inersecions X X 4 Turning Movemen Couns 16 Turning Movemen Couns 1694 Augus 16 Projec Locaion Downown Sillwaer Plan Updae - Traffic Impacs Analysis Ciy of Sillwaer Figure 1

3 Ciy of Sillwaer Page 3 Colleced urning movemen couns were supplemened wih prior urning movemen couns from 2 and 8, which were colleced from previous sudies. Prior daa was reconciled wih he curren daa o creae an exising weekday p.m. peak hour volume se and a Saurday even peak hour volume se in order o conduc he raffic impacs analysis (see Figure 2). Exising Condiions Exising condiions were examined o confirm analysis assumpions. Because his sudy focuses on he ransporaion sysem afer he lif bridge closure o vehicular raffic and he opening of he new S. Croix crossing bridge, exising raffic condiions were only used as a poin of reference o compare fuure condiions. Exising congesion on he Hwy 9 corridor is caused by he Hwy 9 and Chesnu Sree inersecion due o raffic using he lif bridge and i being a high aciviy area for pedesrians. This congesion is magnified when he lif bridge is raised, blocking raffic for five minues a a ime and creaing queues on Hwy 9 and Chesnu Sree ha furher impac oher downown inersecions. There is also an exising resricion o he norhbound lef-urn movemen a Hwy 9 and Chesnu Sree. The exising raffic operaions are documened laer in Table 2 for comparison purposes. Traffic Forecass For he raffic impacs analysis, year 1 and year 4 daily and peak hour raffic forecass were developed o assess operaions for he key sudy inersecions for afer he lif bridge is closed. Year 1 Volume Forecass The closing of he Sillwaer lif bridge will shif raffic volumes using Hwy 9 beween Wisconsin Hwy 64 and Minnesoa Hwy o he new S. Croix crossing bridge from downown Sillwaer. Approximaely percen of he raffic currenly using he lif bridge is desined for Hwy as deermined from he before, during, and afer daa from a pas lif bridge closure. This raffic using Hwy will no longer be in downown Sillwaer when he lif bridge no longer serves vehicular raffic. 1 percen of raffic crossing he lif bridge o access downown Sillwaer is expeced o reurn o downown by using Hwy 9 and Osgood Avenue/3rd Sree afer he new bridge is opened. Illusraed in Figure 3 are relaive volumes shifs of exising bridge raffic beween exising and opening day condiions. The remaining raffic, raffic desined o he norh or wes of downown or o Hwy 96, will sill use Hwy 9 and Myrle Sree as a main connecion hrough downown, bu oher regional roues exis (i.e. Manning Avenue) ha will decrease he use of Hwy 9 hrough downown Sillwaer as a regional connecion. Year 1 daily and peak hour forecass were developed by removing he exising lif bridge volumes from downown and hen redisribuing he volumes (previously using he lif bridge o access downown) back o he downown inersecions via he new S. Croix crossing bridge. The volumes on Hwy 9 decreased o he souh of Chesnu Sree, bu were only slighly lower o he norh of Chesnu Sree based on he new volume disribuions. This decrease was caused by some raffic divering o Manning Avenue as a parallel roue o Hwy 9. Year 1 peak hour forecass are provided in Figure 4.

4 Norh 3 (3) 6 (24) (3) 3 NORTH 6 (9) 11 (14) () NelsonSS Myle () (3) (2) 9 8 () (81) 8 3 (3) 11 (1) 112 (9) () 82 () (44) (3) 9 e Mulb (16) 1 (3) (9) 9 () (1) (392) 239 (44) 28 S Commercial rry S () 6 (1) (8) 6 (238) (4) () (44) ()28 (1) 1 9 (9) (4) MainS S (TH 9) Commercial S 1 () 224 (44) 28 1 (1) () (3) () 9 () (3) 2 () 11 (16) 1 (11) () 6 () () Mulberry S Parking Ramp (3) 9 () 1 (1) 11 () 12 NelsonS Myrle S (19) 164 (112) 1 (16) 6 (38) u S sn Che 11 e S Oliv 19 (19) () () (43) (44) 28 8 Nelson Olive SS (9) (33) (3) 9 () () () 2 (3) 46 (44) 39 (44) (1)28 1 (162) 222 (44) 28 ) S S MainSS (TH 9) 3rd (6) 2 4 (11) H 9 13 (143) 6 14 (8) 48 Chesnu S S (T 3 () 11 1 (1) 14 (3) 18 () e S l 3rd on S (14) 14 (44) ()28 31 (1) 69 Nels (44) 28 () 6() 48 (4) 3 () (44) (11)28 69 (33) 1 XX - P.M. Peak Hour Volume (XX) - Saurday Peak Hour Volume (14) 9 (44) (32)28 6 (3) 3 MainSS (TH 9) LEGEND (6) 8 (3) Parking Lo () 3 (3) (1) 9 () () (3) 9 () 9 (1) 11 (1) 9 9 () Nelson Olive SS (3) 38 9 () 22 () 11 MainS S (TH 9) (14) 6(4) 48 (1) 3 24 (24) (1) (3) 36 9 () () Chesnu S Main S S (TH 9) H:\Projecs\9\94\TS\Documenaion\Figures\Fig2_Exising Condiions.cdr C Myr S Chesnu (3) 9 () S cial er omm Main MainS S (TH 9) 6 (6) (166) (3) (2) () 6 - Side-Sree Sop Conrol - Signalized Conrol - All Way Sop Conrol Exising Condiions Downown Sillwaer Plan Updae - Traffic Impacs Analysis 1694 Augus 16 Ciy of Sillwaer Figure 2

5 Ciy of Sillwaer Page Figure 3 Volume Disribuion Shif from Bridge Closure Exising Disribuion Year 1 Volume Shif -% -% -% % -1% -% -% -% -% +% -3% +% +% +% +3% Noe: Volume disribuion changes of bridge volume ouside of downown are assumed consisen wih S. Criox River Crossing Projec 4 Supplemenal Environmenal Impac Saemen direcional disribuions. Year 4 Volume Forecass Year 4 daily volume forecass were developed based on previous average annual growh raes (AAGR) idenified in he S. Criox River Crossing Projec 4 Supplemenal Environmenal Impac Saemen applied o he year 1 daily volume forecass. Using he year 1 daily volumes, year 4 daily volumes, and he year 1 peak hour forecass, year 4 peak hour forecass were developed (see Figure ). Fuure Condiions Wih he decrease in vehicular raffic afer he lif bridge closure o vehicular raffic, mulimodal improvemens are being considered in downown along Hwy 9, Chesnu Sree, and a number of oher locaions. As previously noed, his analysis considered he poenial for a reducion in urn lanes, changes in raffic conrol, roadway closures, and improvemens for pedesrians and bicycliss. The purpose of evaluaing hese changes is o allow for he repurposing of he downown ransporaion nework. The analysis also looked a oher opporuniies including: Changes o Chesnu Sree beween Hwy 9 and he lif bridge approach. Changes o Sam Bloomer Way. Changes o pedesrian areas and crossings along Hwy 9. Changes o bicycle connecions.

6 Norh 3 (3) 6 (19) 1 48 (3) 3 NORTH 2 () 6 (18) () () 11 (1) () NelsonS Myrle S () (3) () 9 (9) () 8 () 11 () () 4 () (2) 18 (44) 28 () e Mulb () (3) 23 (44) 28 (1) 1 (3) () 9 () () 6 (23) S Commercial rry S MainS S (TH 9) () () () (44) ()28 (1) 1 Commercial S 1 (1) (33) 2 (44) 28 1 (1) () (3) () 9 () (3) 1 () 11 (1) 1 () () 6 () () Mulberry S Parking Ramp (3) 9 () 1 (1) 11 () () NelsonS Myrle S () 2 (24) (1) (1) u S sn Che 11 e S Oliv () 11 () (4) (32) (44) 28 2 Nelson Olive SS () (9) (3) 9 () 3 (3) 6 48 () (3) 2 2 (3) 3 (44) (1)28 1 (1) 1 () ()28 4 (44) ) S S MainSS (TH 9) 3rd () () 3 (3) 4 H 9 (14) 6(4) 6 48 Chesnu S S (T (3) (4) 11 1 (1) 1 (1) () e S l 3rd on S (1) 1 (44) (3)28 3 () 1 Nels () 6() 48 () 6 (1) (44) ()28 4 () 3 () (44) ()28 4 (3) XX - Year 4 Esimaed P.M. Peak Hour Volume (XX) - Year 4 Esimaed Saurday Peak Hour Volume MainS S (TH 9) MainS S (TH 9) LEGEND (1) 11 () (4) Parking Lo (1) 3 (3) (1) 9 () () 2 (3) () (44) 28 3 () () 4 (3) (3) 9 () 3 Nelson Olive SS (1) (3) 8 (8) 9 () (3) 1 () 11 () 3 (4) (1) 11 (3) () 1 () 6(3) 48 (1) 3 2 (3) (4) 9 () (3) 3 (1) 6 (33) Chesnu S Main S S (TH 9) H:\Projecs\9\94\TS\Documenaion\Figures\Fig3_Year 1 Build Condiions.cdr C Myr S Chesnu (3) 9 () S cial er omm Main MainS S (TH 9) 6 (6) (1) (3) 1 9 (3) () - Side-Sree Sop Conrol - Signalized Conrol - All Way Sop Conrol Year 1 Build Condiions Downown Sillwaer Plan Updae - Traffic Impacs Analysis 1694 Augus 16 Ciy of Sillwaer Figure 4

7 Norh 3 (4) 6 (2) 48 (4) 4 NORTH 3 () 6 (23) () 1 (1) 11 () 2 () NelsonS Myrle S (3) () 9 (11) () () 11 9 (16) (1) (9) (32) 23 (44) 28 () e Mulb (1) (4) 3 (44) 28 () (3) (1) 9 () 2 (3) 6 () S Commercial rry S MainS S (TH 9) () 6(3) 2 48 () () 1 (44) (8)28 () Commercial S 1 () (43) 28 (44) 28 () 2 (3) (1) 1 9 () (4) () 11 () (1) () 6 (9) (1) Mulberry S Parking Ramp (3) 9 () () 11 (1) 1 1 (3) NelsonS Myrle S (3) 26 (3) 1 () () 6 (3) 48 u S sn Che 11 e S Oliv (1) 11 (3) () () 3 (41) (44) 28 Nelson Olive SS () (1) (3) 9 () 4 (4) 6(3) 48 (1) (39) 26 (3) 3 (4) 3 (44) ()28 (1) () ()28 (44) ) S S MainSS (TH 9) 3rd () 3 (4) H 9 (14) 6() 8 48 Chesnu S S (T (4) () 2 11 () 2 e S l 3rd on S () (44) (3)28 4 () Nels () 6(3) 48 (6) 8 () (44) (3)28 () 4 () (44) (1)28 (4) 6 XX - Year 4 Esimaed P.M. Peak Hour Volume (XX) - Year 4 Esimaed Saurday Peak Hour Volume MainS S (TH 9) MainS S (TH 9) LEGEND () 11 () 2 () Parking Lo () 3 (3) () 2 9 () () 3 (4) (43) 2 (44) 28 4 (1) (3) (4) 9 () () Nelson Olive SS 1 (1) () (3) 9 (4) () 3 1 (3) () () 11 2 (4) (1) (1) 6(4) 48 () 4 (3) 3 (3) () 9 () (4) 4 (1) (3) Chesnu S Main S S (TH 9) H:\Projecs\9\94\TS\Documenaion\Figures\Fig4_Year 4 Build Condiions.cdr C Myr S Chesnu (3) 9 () S cial er omm Main MainS S (TH 9) 8 (8) (22) (3) 14 9 (4) () 6 - Side-Sree Sop Conrol - Signalized Conrol - All Way Sop Conrol Year 4 Build Condiions Downown Sillwaer Plan Updae - Traffic Impacs Analysis 1694 Augus 16 Ciy of Sillwaer Figure

8 Ciy of Sillwaer Page 8 Year 1 Build Condiions Wih he volume reducion a Hwy 9 and Chesnu Sree due o he lif bridge closure o vehicular raffic, he souhbound lef-urn, wesbound lef-urn, and norhbound righ-urn lanes were removed for fuure condiions based on preliminary analysis. Removing hese urn lanes will provide space o increase sidewalk widhs and/or increase he amoun of on-sree parking along Hwy 9 beween Olive Sree and Myrle Sree. In order o quanify he impacs o vehicular raffic, addiional pedesrian space a Chesnu Sree was assumed ha would limi he inersecion approaches o one lane. For clarificaion, he approaches would be limied o one lane regardless of if addiional pedesrian space was provided or if addiional on-sree parking was provided. Warrans Analysis A raffic signal warrans analysis was performed as oulined in he February 1 Minnesoa Manual on Uniform Traffic Conrol Devices (Mn/MUTCD) for he year 1 raffic forecass assuming he percen volume hresholds, he reducion in number of lanes Chesnu Sree, and exising posed speed limis (see Table 1). The analysis indicaes vehicular raffic does no warran raffic signal conrol for he eigh-hour, four-hour, or peak hour condiion, bu all hree sudy inersecions mee he peak hour and four-hour pedesrian warrans for he Saurday even period. Table 1. Year 1 Warrans Analysis Summary Inersecion Highway 9 and. Highway 9 and Chesnu S. Highway 9 and Myrle S. P.M. Vehicular Warran P.M. Pedesrian Warran Saurday Vehicular Warran Saurday Pedesrian Warran No No No 4-Hour / Peak No No No 4-Hour / Peak No No No 4-Hour / Peak Traffic Operaions Analysis A raffic impacs analysis was performed using VISSIM o deermine he raffic operaions a he key sudy inersecions (see Table 2). Exising condiions were included as a comparison. Inersecions were given a ranking from Level of Service () A hrough F based on average delay per vehicle. A indicaes he bes raffic operaion and F indicaes an inersecion where demand exceeds capaciy. Resuls for side-sree sop conrolled inersecions include he overall inersecion and he wors side-sree approach as he majoriy of delay is aribued o hem.

9 Ciy of Sillwaer Page 9 Resuls show ha exising p.m. operaions experience unaccepable operaions for norhbound raffic beween Chesnu Sree and ree wih queues exending souh from ree. Alhough exising Saurday operaions show accepable operaions for he sudy inersecions, queuing caused by he lif bridge can cause long queues and delays for five o en minues every ime he bridge is lifed. Year 1 raffic operaions show accepable operaions for all sudy inersecions and inersecion queuing has decreased compared o exising. Therefore, he reducion in urns lanes a Hwy 9 and Chesnu Sree are expeced o provide accepable operaions as he revised inersecion is expeced o accommodae he reducion in raffic in downown. The exising urn lanes on Hwy 9 a Myrle Sree should remain as Myrle Sree is he main connecion o wesern Sillwaer. Table 2. Year 1 Traffic Operaions Analysis (P.M./Saurday Peak Hour) Inersecion Exising P.M. Year 1 P.M. Build Exising Saurday Year 1 Saurday Build S. and / 28 C / D / 9 A / A / 9 A / A / 9 A / A S. and Olive S. 1 8 / 12 A / B 6 / A / A / 9 A / A 4 / 11 A / B S. and Chesnu S / C / E 4 / 9 A / A 4 / 12 A / B 3 / 8 A / A S. and Myrle S. 1 8 / 18 A / C 6 / 14 A / B 6 / 22 A / C 6 / 19 A / C S. and Commercial S. 1 2 / 9 A / A 2 / A / A 2 / 9 A / A 3 / 9 A / A Highway 9 and. 86 F 18 B B 11 A Highway 9 and Olive S / 4 D / F 6 / A / B 6 / 16 A / C 6 / 12 A / B Highway 9 and Chesnu S. 41 D 9 A 21 C 9 A Highway 9 and Myrle S. 1 B 14 B 14 B 14 B Highway 9 and Commercial S. 1 2 / 9 A / A 2 / 8 A / A 3 / A / B 3 / 11 A / B Highway 9 and Mulberry S. 1 3 / 14 A / B 3 / A / B 4 / 19 A / C 4 / 1 A / C 3rd S. and Churchill S. 2 6 A 6 A 3rd S. and Pine S / 9 A / A 2/6 A / A 3rd S. and Chesnu S. 1 2 / 8 A / A 4/6 A / A Owens S. and Myrle S. 2 B 11 B 1 Unsignalized inersecions wih side-sree sop conrol are shown as he overall operaion followed by he wors side-sree approach operaion. 2 Resuls used from Synchro for addiional sudy inersecions. Wih downown evens generaing high pedesrian aciviy, he curren signalized inersecions on Hwy 9 would operae unaccepably if hey were convered o all-way sop conrolled inersecions. Also, for corridor coninuiy, i is recommended ha none of he signals are convered o all-way sop inersecions singularly in order o provide corridor coninuiy along Hwy 9 and limi pedesrian/vehicle unsignalized conflics.

10 Ciy of Sillwaer Page Year 4 Build Condiions Similar o year 1, analysis was also compleed for year 4 condiions. Again, wih he volume reducion a Hwy 9 and Chesnu Sree due o he lif bridge closure o vehicular raffic, he souhbound lef-urn, wesbound lef-urn, and norhbound righ-urn lanes were removed for fuure condiions based on preliminary analysis. No oher urn lanes were idenified for removal. Warrans Analysis A raffic signal warrans analysis was performed as oulined in he February 1 Minnesoa Manual on Uniform Traffic Conrol Devices (Mn/MUTCD) for he year 4 raffic forecass assuming he percen volume hresholds, he reducion in number of lanes Chesnu Sree, and exising posed speed limis (see Table 3). The analysis indicaes vehicular raffic does warran raffic signal conrol for he eigh-hour, four-hour, and peak hour condiion a Myrle Sree for he Saurday even period. The analysis also indicaes vehicular raffic does warran raffic signal conrol for he four-hour and peak hour condiion a ree for he Saurday even period. All hree sudy inersecions mee he peak hour and four-hour pedesrian warrans for he Saurday even period. Table 3. Year 4 Warrans Analysis Summary Inersecion Highway 9 and. Highway 9 and Chesnu S. Highway 9 and Myrle S. P.M. Vehicular Warran No P.M. Pedesrian Warran No Sa Vehicular Warran Warrans 2 and 3B Sa Pedesrian Warran 4-Hour / Peak No No No 4-Hour / Peak No No Warrans 1A, 2 and 3B 4-Hour / Peak Traffic Operaions Analysis Year 4 raffic operaions show accepable operaions for all sudy inersecions and inersecion queuing has decreased compared o exising. Therefore, he reducion in urns lanes a Hwy 9 and Chesnu Sree are expeced o provide accepable operaions as he revised inersecion is expeced o accommodae he reducion in raffic in downown, even wih year 4 raffic volume forecass. As previously noed, downown evens generae high pedesrian aciviy and he curren signalized inersecions on Hwy 9 would operae unaccepably if hey were convered o all-way sop conrolled inersecions. Also, for corridor coninuiy, i is recommended ha none of he signals are convered o all-way sop inersecions singularly in order o provide corridor coninuiy along Hwy 9 and limi pedesrian/vehicle unsignalized conflics.

11 Ciy of Sillwaer Page 11 Table 4. Year 4 Traffic Operaions Analysis (P.M./Saurday Peak Hour) Inersecion P.M. No Lif Bridge (Signals) P.M. No Lif Bridge (AWS) Saurday No Lif Bridge (Signals) Saurday No Lif Bridge (AWS) S. and. 1 1 / 21 C / C 8 / 9 A / A 8 / 9 A / A / 9 A / A S. and Olive S. 1 8 / 1 A / C / A / B / A / B 16 / 3 C / E S. and Chesnu S. 1 / 11 A / B 1 / 82 F / F 4 / 9 A / A 22 / 26 C / D S. and Myrle S. 1 / 24 A / C 11 / > F / F 9 / 3 A / E / 6 E / F S. and Commercial S. 1 3 / 11 A / B 26 / D / E 3 / A / B 3 / A / B Highway 9 and. 2 C 83 F B 128 F Highway 9 and Olive S. 1 9 / 19 A / C / 114 F / F / 1 A / C / 8 F / F Highway 9 and Chesnu S. 1 B 8 F 11 B 8 F Highway 9 and Myrle S. 18 B 9 F 19 B 6 F Highway 9 and Commercial S. 1 3 / A / B 9 / 239 F / F 4 / 16 A / C / 2 F / F Highway 9 and Mulberry S. 1 4 / 18 A / C / 6 E / F / 2 A / D / 1 F / F 3rd S. and Churchill S. 2 A A 3rd S. and Pine S / A / A 3 / A / A 3rd S. and Chesnu S. 1 2 / 6 A / A / 6 A / A Owens S. and Myrle S C 22 C 1 Unsignalized inersecions wih side-sree sop conrol are shown as he overall operaion followed by he wors side-sree approach operaion. 2 Resuls used from Synchro for addiional sudy inersecions. Roadway Nework Consideraions Wih he eliminaion of hree urn lanes a he Hwy 9 and Chesnu Sree inersecion, exra widh is available o add on-sree parking and/or expand sidewalk widh. An evaluaion of raffic impacs was conduced for he closure of vehicular raffic or conversion o a shared space or pedesrian plaza on Chesnu Sree from Hwy 9 o he lif bridge approach. These improvemens could be considered based on he high pedesrian and bicycle aciviy expeced. For safey reasons, i is recommended ha Chesnu Sree would sill be accessible for MnDOT mainenance vehicles and emergency vehicles. Convering Chesnu Sree in his srech o a pedesrian plaza (wih access for mainenance and emergency vehicles) would creae circulaion issues for Waer Sree (if access o Waer Sree is closed a Chesnu Sree or convered o a one-way) and would cause parking lo circulaion issues for parking lo accesses on ree and Myrle Sree.

12 Ciy of Sillwaer Page 12 Sam Bloomer Way could be closed a he exising parking lo accesses on ree and on Myrle Sree. This roadway has low vehicular volumes, bu hey inerac wih high pedesrian aciviy. From a raffic perspecive, his connecion is no needed long-erm. Pedesrian Accommodaions The exising sidewalk along Hwy 9 is beween 8 and fee wide wih many obsacles including ligh poles, sandwich boards, planers, and merchandise. Pedesrians experience crossing delays a Chesnu Sree and Myrle Sree because of longer cycle lenghs and proeced urning movemens. Wih he eliminaion of he urn lanes a Chesnu Sree, several oher pedesrian improvemens are suggesed for consideraion along he corridor: Leading pedesrian inervals a signalized inersecions; Shorer cycle lenghs; Sidewalk bump ous/curb exensions; and Increased pedesrian crosswalk widh and sop bar placemen. Bicycle Accommodaions Curren proposed bicycle improvemens in downown Sillwaer include a connecion for he Brown s Creek Sae Trail o he S. Croix River Loop Trail hrough he waerfron park and downown bike faciliies on Chesnu Sree and on 3rd Sree. Wih he wo norh-souh bicycle connecions, a connecion on Chesnu Sree crossing Hwy 9 is needed o complee he sysem. A bicycle boulevard, bike roue, or dedicaed bike lane would provide he connecion, bu hese could creae a conflic wih curren on-sree parking. Recommendaions for Consideraion Based on he raffic impacs analysis, he following recommendaions are offered for consideraion as par of he Sillwaer Downown updae: All sudy inersecions are expeced o operae accepably wih raffic signals a Myrle Sree, Chesnu Sree, and ree and wih he removal of he souhbound lef-urn, wesbound lef-urn, and norhbound righ-urn lanes a Hwy 9 and Chesnu Sree. The exising urn lanes on Hwy 9 a Myrle Sree should remain as Myrle Sree is he main connecion o wesern Sillwaer. The curren signalized inersecions on Hwy 9 would operae unaccepably if hey were convered o all-way sop conrolled inersecions due o he high pedesrian aciviy. I is recommended ha none of he signals are convered o all-way sop inersecions singularly in order o provide corridor coninuiy along Hwy 9.

13 Ciy of Sillwaer Page The exising resricion o he norhbound lef-urn movemen a Hwy 9 and Chesnu Sree can be eliminaed as lef-urning raffic is expeced o be minimal. While he recommendaion is o allow he norhbound lef-urn a Chesnu Sree, i is noed ha concerns have been expressed by a projec DPAC member abou removing his resricion. In he fuure, his resricion can be reesablished if he norhbound lef-urning raffic consisenly impedes raffic flow along Hwy 9. I should be noed even wih a resriced norhbound lef-urn he remaining sudy recommendaions are valid. Exra widh is available o add on-sree parking and/or expand sidewalk widh wih he eliminaion of hree urn lanes a he Hwy 9 and Chesnu Sree. The closure of vehicular raffic or conversion o a shared space or pedesrian plaza on Chesnu Sree from Hwy 9 o he lif bridge approach could be considered based on he high pedesrian and bicycle aciviy. I is recommended ha Chesnu Sree would sill be accessible for MnDOT mainenance vehicles and emergency vehicles. Convering Chesnu Sree o a pedesrian plaza (wih access for mainenance and emergency vehicles) beween Hwy 9 and he lif bridge approach would cause parking lo circulaion issues for parking lo accesses on ree and Myrle Sree. Waer Sree should remain as a wo-way roadway wih a crossing hrough Chesnu Sree o mainain coninuiy and beer disribue raffic beween ree and Myrle Sree. Sam Bloomer Way could be closed a he exising parking lo accesses on ree and Myrle Sree. This roadway has low vehicular volumes ineracing wih high pedesrian aciviy bu is no a needed connecion afer he lif bridge closure o vehicular raffic. Pedesrians experience crossing delays a Chesnu Sree and Myrle Sree because of longer cycle lenghs and proeced urning movemens. Wih he eliminaion of he urn lanes a Chesnu Sree, several oher pedesrian improvemens could be considered: o Leading pedesrian inervals a signalized inersecions; o Shorer cycle lenghs; o Sidewalk bump ous/curb exensions; and o Increased pedesrian crosswalk widh and sop bar placemen. A bicycle connecion could be considered for Chesnu Sree beween he Lif Bridge and 3rd Sree. This could be a dedicaed bike lane, bike boulevard, or a posed bicycle roue. H:\Projecs\9\94\TS\Documenaion\Traffic Impacs Analysis_1916.docx

WELCOME! PURPOSE OF WORKSHOP

WELCOME! PURPOSE OF WORKSHOP 20.02.27 WELCOME! On behalf of he (), we welcome you o his Public Workshop for he grade separaed inersecion a US 113 and SR /SR in Georgeown. This projec is par of he US 113 Corridor Improvemen Plan, which

More information

AGENDA REQUEST. September 7, 2010 Timothy Litchet

AGENDA REQUEST. September 7, 2010 Timothy Litchet AGENDA REQUEST AGENDA HEADING: New Business BY Neighborhood and Developmen Services Originaing Deparmen COMMISSION MEETING DATE: Sepember 7, 2010 Timohy Liche Deparmen Head Commissioner Turner Presener

More information

DRAFT FINAL MEMORANDUM

DRAFT FINAL MEMORANDUM DRAFT FINAL MEMORANDUM Dae: December 11, 2012 To: From: Subjec: Chris Comeau, Ciy of Bellingham Jonahan Williams, Mahew Ridgway, and Will Lisska, Fehr & Peers Road Die Case Sudies DRAFT FINAL SE12-0277

More information

A BETTER WAY THRU ROCKAWAY

A BETTER WAY THRU ROCKAWAY A BETTER WAY THRU ROCKAWAY Projec Underway is a communiy redevelopmen iniiaive focused on convering a negleced and underuilized roadway ha spans five linear miles along he Rockaway Peninsula ino a safer

More information

Capacity Utilization Metrics Revisited: Delay Weighting vs Demand Weighting. Mark Hansen Chieh-Yu Hsiao University of California, Berkeley 01/29/04

Capacity Utilization Metrics Revisited: Delay Weighting vs Demand Weighting. Mark Hansen Chieh-Yu Hsiao University of California, Berkeley 01/29/04 Capaciy Uilizaion Merics Revisied: Delay Weighing vs Demand Weighing Mark Hansen Chieh-Yu Hsiao Universiy of California, Berkeley 01/29/04 1 Ouline Inroducion Exising merics examinaion Proposed merics

More information

29 B ROUTE Bus Times Summer NOTES a = Time at Vicarage Way. * = On Schooldays bus operates up to 5 minutes later.

29 B ROUTE Bus Times Summer NOTES a = Time at Vicarage Way. * = On Schooldays bus operates up to 5 minutes later. Brighon Lewes Ringmer / Touris Aracions Lewes for Hisoric own wih Casle; Isfield for Lavender Line Railway; for Spa Valley Railway, Paniles CiySAVER ickes are only valid beween Brighon and Falmer. nework

More information

4.8 TRANSPORTATION AND MOBILITY

4.8 TRANSPORTATION AND MOBILITY 4.8 TRANSPORTATION AND MOBILITY CONTENTS 4.8.1. BACKGROUND 4.8.2. STREET NETWORK 4.8.3. PEDESTRIAN AND BIKE FACILITIES 4.8.4. PUBLIC TRANSIT 4.8.5. TRAFFIC AND CONGESTION 4.8.6. TRANSPORTATION CHALLENGES

More information

KINEMATICS IN ONE DIMENSION

KINEMATICS IN ONE DIMENSION chaper KINEMATICS IN ONE DIMENSION Secion 2.1 Displacemen Secion 2.2 Speed and Velociy 1. A paricle ravels along a curved pah beween wo poins P and Q as shown. The displacemen of he paricle does no depend

More information

Using Rates of Change to Create a Graphical Model. LEARN ABOUT the Math. Create a speed versus time graph for Steve s walk to work.

Using Rates of Change to Create a Graphical Model. LEARN ABOUT the Math. Create a speed versus time graph for Steve s walk to work. 2.4 Using Raes of Change o Creae a Graphical Model YOU WILL NEED graphing calculaor or graphing sofware GOAL Represen verbal descripions of raes of change using graphs. LEARN ABOUT he Mah Today Seve walked

More information

Transit Priority Strategies for Multiple Routes Under Headway-Based Operations

Transit Priority Strategies for Multiple Routes Under Headway-Based Operations Transi Prioriy Sraegies for Muliple Roues Under Headway-Based Operaions Yongjie Lin, Xianfeng Yang, Gang-Len Chang, and Nan Zou This paper presens a ransi signal prioriy (TSP) model designed o consider

More information

Interpreting Sinusoidal Functions

Interpreting Sinusoidal Functions 6.3 Inerpreing Sinusoidal Funcions GOAL Relae deails of sinusoidal phenomena o heir graphs. LEARN ABOUT he Mah Two sudens are riding heir bikes. A pebble is suck in he ire of each bike. The wo graphs show

More information

CMA DiRECtions for ADMinistRAtion GRADE 6. California Modified Assessment. test Examiner and Proctor Responsibilities

CMA DiRECtions for ADMinistRAtion GRADE 6. California Modified Assessment. test Examiner and Proctor Responsibilities CMA 2012 California Modified Assessmen GRADE 6 DiRECions for ADMinisRAion es Examiner and Procor Responsibiliies Compleing all of he following seps will help ensure ha no esing irregulariies occur, ha

More information

COMPARING SIMULATED ROAD SAFETY PERFORMANCE TO OBSERVED CRASH FREQUENCY AT SIGNALIZED INTERSECTIONS

COMPARING SIMULATED ROAD SAFETY PERFORMANCE TO OBSERVED CRASH FREQUENCY AT SIGNALIZED INTERSECTIONS COMPARING SIMULATED ROAD SAFETY PERFORMANCE TO OBSERVED CRASH FREQUENCY AT SIGNALIZED INTERSECTIONS Janailson Q. Souza Research Assisan, Deparmen of Transporaion Engineering, Universidade Federal do Ceará,

More information

3.00 m. 8. At La Ronde, the free-fall ride called the Orbit" causes a 60.0 kg person to accelerate at a rate of 9.81 m/s 2 down.

3.00 m. 8. At La Ronde, the free-fall ride called the Orbit causes a 60.0 kg person to accelerate at a rate of 9.81 m/s 2 down. Physics Prees: Torque 1. Newon s 2 nd Law 2. Kinemaics (Free fall, graphs, and combined wih F R = ma) Pracice Quesions/Problems 1. Wha is Newon s 2 nd Law? Name and explain i. 2. Prove ha acceleraion for

More information

Reliability Design Technology for Power Semiconductor Modules

Reliability Design Technology for Power Semiconductor Modules Reliabiliy Design Technology for Power Semiconducor Modules Akira Morozumi Kasumi Yamada Tadashi Miyasaka 1. Inroducion The marke for power semiconducor modules is spreading no only o general-purpose inverers,

More information

ANALYSIS OF RELIABILITY, MAINTENANCE AND RISK BASED INSPECTION OF PRESSURE SAFETY VALVES

ANALYSIS OF RELIABILITY, MAINTENANCE AND RISK BASED INSPECTION OF PRESSURE SAFETY VALVES ANALYSIS OF RELIABILITY, MAINTENANCE AND RISK BASED INSPECTION OF PRESSURE SAFETY VALVES Venilon Forunao Francisco Machado Mechanical Engineering Dep, Insiuo Superior Técnico, Av. Rovisco Pais, 049-00,

More information

Instruction Manual. Rugged PCB type. 1 Terminal Block. 2 Function. 3 Series Operation and Parallel Operation. 4 Assembling and Installation Method

Instruction Manual. Rugged PCB type. 1 Terminal Block. 2 Function. 3 Series Operation and Parallel Operation. 4 Assembling and Installation Method Rugged PCB ype Insrucion Manual 1 Terminal Block Funcion.1...4.5.6.7 Inpu volage range Inrush curren limiing Overcurren proecion Overvolage proecion Oupu volage adjusmen range Isolaion Remoe ON/OFF E9

More information

TRACK PROCEDURES 2016 RACE DAY

TRACK PROCEDURES 2016 RACE DAY TRACK PROCEDURES 2016 RACE DAY Pi gaes will officially open a 4:00pm for regular programs. Big shows will have earlier opening imes. Hauler parking may be available approximaely 1 hour prior o pi gaes

More information

1. UTICA AVENUE STATION

1. UTICA AVENUE STATION SUBWAY-SIDEWALK INERFACE PROJEC. SAION. LOCAION he Utica Avenue station, on the Eastern Parkway (,) line, serves as the terminus of the line. Located at the intersections of Utica Avenue and Schenectady

More information

Evaluation of a car-following model using systems dynamics

Evaluation of a car-following model using systems dynamics Evaluaion of a car-following model using sysems dynamics Arif Mehmood, rank Saccomanno and Bruce Hellinga Deparmen of Civil Engineering, Universiy of Waerloo Waerloo, Onario, Canada N2 3G1 Tel: 519 888

More information

Morningstar Investor Return

Morningstar Investor Return Morningsar Invesor Reurn Morningsar Mehodology Paper March 3, 2009 2009 Morningsar, Inc. All righs reserved. The informaion in his documen is he propery of Morningsar, Inc. Reproducion or ranscripion by

More information

Automatic air-main charging and pressure control system for compressed air supplies

Automatic air-main charging and pressure control system for compressed air supplies Auomaic air-main charging and pressure conrol sysem for compressed air supplies Type PCS A module from he sysem -vacorol Swiching on-off a compressed air uni in a compressed air supply generally akes place

More information

2017 MCM/ICM Merging Area Designing Model for A Highway Toll Plaza Summary Sheet

2017 MCM/ICM Merging Area Designing Model for A Highway Toll Plaza Summary Sheet Team#55307 Page 1 of 25 For office use only T1 T2 T3 T4 Team Conrol Number 55307 Problem Chosen B For office use only F1 F2 F3 F4 2017 MCM/ICM Merging Area Designing Model for A Highway Toll Plaza Summary

More information

Population Trends. US 63 Corridor Performance

Population Trends. US 63 Corridor Performance Conex The corridor rns 7 miles from he Minnesoa-Iowa border soh of Spring Valley o Rocheser. I connecs he ciies of Spring Valley, and Rocheser Crren Characerisics Highway: US 6 2009 AADT: 2,750 9,000 2009

More information

What the Puck? an exploration of Two-Dimensional collisions

What the Puck? an exploration of Two-Dimensional collisions Wha he Puck? an exploraion of Two-Dimensional collisions 1) Have you ever played 8-Ball pool and los he game because you scrached while aemping o sink he 8-Ball in a corner pocke? Skech he sho below: Each

More information

Prepared by: Candice A. Churchwell, Senior Consultant Aimee C. Savage, Project Analyst. June 17, 2014 CALMAC ID SCE0350

Prepared by: Candice A. Churchwell, Senior Consultant Aimee C. Savage, Project Analyst. June 17, 2014 CALMAC ID SCE0350 Execuive Summary: 2014 2024 Demand Response Porfolio of Souhern California Edison Company Submied o Souhern California Edison Co. Submied by Nexan, Inc. June 17, 2014 CALMAC ID SCE0350 Prepared by: Candice

More information

Application of System Dynamics in Car-following Models

Application of System Dynamics in Car-following Models Applicaion of Sysem Dynamics in Car-following Models Arif Mehmood, rank Saccomanno and Bruce Hellinga Deparmen of Civil Engineering, Universiy of Waerloo Waerloo, Onario, Canada N2 3G1 E-mail: saccoman@uwaerloo.ca

More information

Wall Lot. Priority. Public Parking. Center. Vallejo St. P ac if ic Walton Square. Ja ck so n. Chinatown. B a tte r. M o n tg o K e ar n y G ra n t A

Wall Lot. Priority. Public Parking. Center. Vallejo St. P ac if ic Walton Square. Ja ck so n. Chinatown. B a tte r. M o n tg o K e ar n y G ra n t A F ilb m b G re e n S ve Vallejo WORKSHOP #1 OUTOES Exploraorium Prioriy uodesk roadcas ener Prioriy roadw Fall 2014 Workshops Summy Law Offices ay The Waefron Resauran & afe oquea Golden Gaeway ommons

More information

Zelio Control Measurement Relays RM4L Liquid Level Relays

Zelio Control Measurement Relays RM4L Liquid Level Relays Zelio Conrol Measuremen elays FNCTIONS These devices monior he levels of conducive liquids. They conrol he acuaion of pumps or valves o regulae levels; hey are also suiable for proecing submersible pumps

More information

AP Physics 1 Per. Unit 2 Homework. s av

AP Physics 1 Per. Unit 2 Homework. s av Name: Dae: AP Physics Per. Uni Homework. A car is driven km wes in hour and hen 7 km eas in hour. Eas is he posiive direcion. a) Wha is he average velociy and average speed of he car in km/hr? x km 3.3km/

More information

Paul M. Sommers David U. Cha And Daniel P. Glatt. March 2010 MIDDLEBURY COLLEGE ECONOMICS DISCUSSION PAPER NO

Paul M. Sommers David U. Cha And Daniel P. Glatt. March 2010 MIDDLEBURY COLLEGE ECONOMICS DISCUSSION PAPER NO AN EMPIRICAL TEST OF BILL JAMES S PYTHAGOREAN FORMULA by Paul M. Sommers David U. Cha And Daniel P. Gla March 2010 MIDDLEBURY COLLEGE ECONOMICS DISCUSSION PAPER NO. 10-06 DEPARTMENT OF ECONOMICS MIDDLEBURY

More information

Lifecycle Funds. T. Rowe Price Target Retirement Fund. Lifecycle Asset Allocation

Lifecycle Funds. T. Rowe Price Target Retirement Fund. Lifecycle Asset Allocation Lifecycle Funds Towards a Dynamic Asse Allocaion Framework for Targe Reiremen Funds: Geing Rid of he Dogma in Lifecycle Invesing Anup K. Basu Queensland Universiy of Technology The findings of he Mercer

More information

Davie Street. Davie Street. Directions. 10 B o ard. Legend

Davie Street. Davie Street. Directions. 10 B o ard. Legend Davie ree Davie ree 10 Noe: is illusraion represens h he draf Direcions cld look when buil in he Wes End over he nex 30 years. e on e renen Davie Village as a local business d nilife area wih coninus acive

More information

WELCOME. Empress Street and Overpass Reconstruction and Rehabilitation Study Public Open House. Please participate today by:

WELCOME. Empress Street and Overpass Reconstruction and Rehabilitation Study Public Open House. Please participate today by: 1 WLCOM mpress Sree and Overpass Reconsrucion and Rehabiliaion Sudy Public Open House CF Polo Park Shopping Cenre S John Ambulance Way STUDY ARA mpress S S Mahews asway mpress S as ss re mp S The Home

More information

A NEW 296 ACRE DISTRIBUTION PARK

A NEW 296 ACRE DISTRIBUTION PARK WESTERN APPROACH BRISTOL A NEW 296 ACRE DISTRIBUTION PARK THE REGION'S PREMIER LOGISTICS LOCATION RIGHT PLACE Naionally Significan Regionally Dominan Wesgae is a new 296 acre disribuion park in he Souh

More information

8/31/11. the distance it travelled. The slope of the tangent to a curve in the position vs time graph for a particles motion gives:

8/31/11. the distance it travelled. The slope of the tangent to a curve in the position vs time graph for a particles motion gives: Physics 101 Tuesday Class 2 Chaper 2 Secions 2.1-2.4 Displacemen and disance Velociy and speed acceleraion Reading Quiz The slope of he angen o a curve in he posiion vs ime graph for a paricles moion gives:

More information

Time & Distance SAKSHI If an object travels the same distance (D) with two different speeds S 1 taking different times t 1

Time & Distance SAKSHI If an object travels the same distance (D) with two different speeds S 1 taking different times t 1 www.sakshieducaion.com Time & isance The raio beween disance () ravelled by an objec and he ime () aken by ha o ravel he disance is called he speed (S) of he objec. S = = S = Generally if he disance ()

More information

Urban public transport optimization by bus ways: a neural network-based methodology

Urban public transport optimization by bus ways: a neural network-based methodology Urban Transpor XIII: Urban Transpor and he Environmen in he 21s Cenury 347 Urban public ranspor opimizaion by bus ways: a neural nework-based mehodology M. Migliore & M. Caalano Deparmen of Transporaion

More information

TDP Public Comments. Brandon HARTFlex 7/23/2015. Service 7/23/2015

TDP Public Comments. Brandon HARTFlex 7/23/2015. Service 7/23/2015 TDP Public Commens Dae+22:12 Commen Caegory Upgrade he bus o he airpor o beer accommodae he sorage of luggage o make i easier DT, airpor and 8/12/2015 for ravelers o use ransi o ge o and from he airpor

More information

2. JOMON WARE ROPE STYLES

2. JOMON WARE ROPE STYLES Proceedings of he IIEEJ Image Elecronics and Visual Compuing Workshop 2012 Kuching, Malaysia, November 21-24, 2012 A SIMULATION SYSTEM TO SYNTHESIZE ROPE ROLLING PATTERNS IN A VIRTUAL SPACE FOR RESEARCH

More information

Oath. The. Life-changing Impact TEACH HEAL DISCOVER. Going Into the Wild to Save Rhinos. Tracking Down Outbreaks page 2. Teaming Up for Nekot page 7

Oath. The. Life-changing Impact TEACH HEAL DISCOVER. Going Into the Wild to Save Rhinos. Tracking Down Outbreaks page 2. Teaming Up for Nekot page 7 The Oah TEACH HEAL DISCOVER FALL/WINTER 2016 Tracking Down Oubreaks page 2 Teaming Up for Neko page 7 Turle Parnership Turns 20 page 9 Avian Fellowship Creaes Nes Egg page 10 Life-changing Impac Going

More information

KEY CONCEPTS AND PROCESS SKILLS. 1. An allele is one of the two or more forms of a gene present in a population. MATERIALS AND ADVANCE PREPARATION

KEY CONCEPTS AND PROCESS SKILLS. 1. An allele is one of the two or more forms of a gene present in a population. MATERIALS AND ADVANCE PREPARATION Gene Squares 61 40- o 2 3 50-minue sessions ACIVIY OVERVIEW P R O B L E M S O LV I N G SUMMARY Sudens use Punne squares o predic he approximae frequencies of rais among he offspring of specific crier crosses.

More information

The Measuring System for Estimation of Power of Wind Flow Generated by Train Movement and Its Experimental Testing

The Measuring System for Estimation of Power of Wind Flow Generated by Train Movement and Its Experimental Testing Energy and Power Engineering, 2014, 6, 333-339 Published Online Ocober 2014 in SciRes. hp://www.scirp.org/journal/epe hp://dx.doi.org/10.4236/epe.2014.611028 The Measuring Sysem for Esimaion of Power of

More information

EXAMINING THE FEASIBILITY OF PAIRED CLOSELY-SPACED PARALLEL APPROACHES

EXAMINING THE FEASIBILITY OF PAIRED CLOSELY-SPACED PARALLEL APPROACHES EXAMINING THE FEASIBILITY OF PAIRED CLOSELY-SPACED PARALLEL APPROACHES Seven J. Landry and Amy R. Priche Georgia Insiue of Technology Alana GA 30332-0205 ABSTRACT Paired closely-spaced parallel approaches

More information

Flexible Seasonal Closures in the Northern Prawn Fishery

Flexible Seasonal Closures in the Northern Prawn Fishery Flexible Seasonal Closures in he Norhern Prawn Fishery S. Beare, L. Chapman and R. Bell Ausralian Bureau of Agriculural and Resource Economics IIFET 2 Proceedings Given high levels of uncerainy associaed

More information

Avoiding Component Failure in Industrial Refrigeration Systems

Avoiding Component Failure in Industrial Refrigeration Systems Avoiding Componen Failure in Indusrial Refrigeraion Sysems By Tim Kroeger, segmen markeing manager indusrial refrigeraion, Asia Pacific & India The aricle caegorises and gives examples of ypical componen

More information

Neighborhood & Community Services Department

Neighborhood & Community Services Department Bren Childers NCS Direcor Telephone: 270.393.3658 Fax: 270.901.3126 Bren.Childers@bgky.org 707 E. Main A PO Box 430 Bowling Green, Kenucky 42102 www.bgky.org January 20, 2017 Dear Propery Owner: Neighborhood

More information

3. The amount to which $1,000 will grow in 5 years at a 6 percent annual interest rate compounded annually is

3. The amount to which $1,000 will grow in 5 years at a 6 percent annual interest rate compounded annually is 8 h Grade Eam - 00. Which one of he following saemens is rue? a) There is a larges negaive raional number. b) There is a larges negaive ineger. c) There is a smalles ineger. d) There is a smalles negaive

More information

FHWA/IN/JTRP-2009/12. Panagiotis Ch. Anastasopoulos Fred L. Mannering John E. Haddock

FHWA/IN/JTRP-2009/12. Panagiotis Ch. Anastasopoulos Fred L. Mannering John E. Haddock JOINT TRANSPORTATION RESEARCH PROGRAM FHWA/IN/JTRP-2009/12 Final Repor EFFECTIVENESS AND SERVICE LIVES/ SURVIVAL CURVES OF VARIOUS PAVEMENT REHABILITATION TREATMENTS Panagiois Ch. Anasasopoulos Fred L.

More information

CHAPTER TEST REVIEW, LESSONS 4-1 TO 4-5

CHAPTER TEST REVIEW, LESSONS 4-1 TO 4-5 IB PHYSICS Name: DEVIL PHYSICS Perio: Dae: BADDEST CLASS ON CAMPUS CHAPTER TEST REVIEW, LESSONS 4- TO 4-5 S. Waer waves a he surface of a pon pass a floaing log of lengh L. The log is a res relaive o he

More information

MCW100A, B Time Proportional Rotary Position Controller

MCW100A, B Time Proportional Rotary Position Controller DESCRIPTION MCW100A, B Time Proporional Roary Posiion Conroller Issued: March 1992 The MCW100 Time Proporional Roary Posiion Conroller provides auomaic grade or seering conrol of paving, renching and curbing

More information

Flow Switch LABO-VHZ-S

Flow Switch LABO-VHZ-S Flow Swich S Volumeric flow swiching Almos no effec from differing viscosiies Versaile, configurable swiching oupu in push-pull design Robus consrucion Compac design Characerisics he VHZ gearwheel flow

More information

A Probabilistic Approach to Worst Case Scenarios

A Probabilistic Approach to Worst Case Scenarios A Probabilisic Approach o Wors Case Scenarios A Probabilisic Approach o Wors Case Scenarios By Giovanni Barone-Adesi Universiy of Albera, Canada and Ciy Universiy Business School, London Frederick Bourgoin

More information

Simulation Validation Methods

Simulation Validation Methods Simulaion Validaion Mehods J. PELLETTIERE* Federal Aviaion Adminisraion, Washingon DC Absrac Modeling and simulaion is increasingly being used o represen occupan behavior, boh of human subjecs and of Anhropomorphic

More information

As time goes by - Using time series based decision tree induction to analyze the behaviour of opponent players

As time goes by - Using time series based decision tree induction to analyze the behaviour of opponent players As ime goes by - Using ime series based decision ree inducion o analyze he behaviour of opponen players Chrisian Drücker, Sebasian Hübner, Ubbo Visser, Hans-Georg Weland TZI - Cener for Compuing Technologies

More information

The t-test. What We Will Cover in This Section. A Research Situation

The t-test. What We Will Cover in This Section. A Research Situation The -es 1//008 P331 -ess 1 Wha We Will Cover in This Secion Inroducion One-sample -es. Power and effec size. Independen samples -es. Dependen samples -es. Key learning poins. 1//008 P331 -ess A Research

More information

AN ANALYSIS OF THE ECONOMIC EFFECT OF A ROAD DIET IN ELIZABETHTOWN AND GEORGETOWN, KENTUCKY

AN ANALYSIS OF THE ECONOMIC EFFECT OF A ROAD DIET IN ELIZABETHTOWN AND GEORGETOWN, KENTUCKY AN ANALYSIS OF THE ECOMIC EFFECT OF A ROAD DIET IN ELIZABETHTOWN AND GEORGETOWN, KENTUCKY MARCH 2014 This repor was produced a he reques of he Ron Sco, Ciy Manager for Danville, Kenucky, under he supervision

More information

Examining the limitations for visual anglecar following models

Examining the limitations for visual anglecar following models Examining he limiaions for visual anglecar following models Al Obaedi, JTS and Yousif, S Tile Auhors Type URL Published Dae 009 Examining he limiaions for visual angle car following models Al Obaedi, JTS

More information

WELCOME. Empress Street and Overpass Reconstruction and Rehabilitation. Please participate today by: Viewing the story boards about the study

WELCOME. Empress Street and Overpass Reconstruction and Rehabilitation. Please participate today by: Viewing the story boards about the study 1 WLCOM mpress Sree and Overpass Reconsrucion and Rehabiliaion 2018 Consrucion 2019 Riverbank Sabilizaion 2019/2020 Consrucion CF Polo Park Shopping Cenre und sbo und. ea sbo. we S. John Ambulance Way

More information

Monte Carlo simulation modelling of aircraft dispatch with known faults

Monte Carlo simulation modelling of aircraft dispatch with known faults Loughborough Universiy Insiuional Reposiory Mone Carlo simulaion modelling of aircraf dispach wih known fauls This iem was submied o Loughborough Universiy's Insiuional Reposiory by he/an auhor. Ciaion:

More information

1. The value of the digit 4 in the number 42,780 is 10 times the value of the digit 4 in which number?

1. The value of the digit 4 in the number 42,780 is 10 times the value of the digit 4 in which number? Mahemaics. he value of he digi in he number 70 is 0 imes he value of he digi in which number?. Mike is years old. Joe is imes as old as Mike. Which equaion shows how o find Joe s age? 70 000 = = = + =

More information

Proportional Reasoning

Proportional Reasoning Proporional Reasoning Focus on Afer his lesson, you will be able o... solve problems using proporional reasoning use more han one mehod o solve proporional reasoning problems When you go snowboarding or

More information

The design of courier transportation networks with a nonlinear zero-one programming model

The design of courier transportation networks with a nonlinear zero-one programming model The design of courier ransporaion newors wih a nonlinear zero-one programming model Boliang Lin School of Traffic and Transporaion, Being Jiaoong Universiy, Being 100044, People s Republic of China (A

More information

What is a Practical (ASTM C 618) SAI--Strength Activity Index for Fly Ashes that can be used to Proportion Concretes Containing Fly Ash?

What is a Practical (ASTM C 618) SAI--Strength Activity Index for Fly Ashes that can be used to Proportion Concretes Containing Fly Ash? 2017 World of Coal Ash (WOCA) Conference in Lexingon, KY - May 9-11, 2017 hp://www.flyash.info/ Wha is a Pracical (ASTM C 618) SAI--Srengh Aciviy Index for Fly Ashes ha can be used o Proporion Concrees

More information

Explore Graphs of Linear Relations. 1. a) Use a method of your choice to determine how much water will be needed each day of a seven-day cruise.

Explore Graphs of Linear Relations. 1. a) Use a method of your choice to determine how much water will be needed each day of a seven-day cruise. . Graphing Linear Relaions Focus on Aer his lesson, ou will be able o graph linear relaions mach equaions o linear relaions wih graphs solve problems b graphing a linear relaion and analsing he graph Tina

More information

INSTALLATION AND OPERATION MANUAL

INSTALLATION AND OPERATION MANUAL 1,000 POUND CAPACITY MOTORCYCLE / ATV LIFT IMPORTANT SAFETY INSTRUCTIONS SAVE THESE INSTRUCTIONS PLEASE READ THE ENTIRE CONTENTS OF THIS MANUAL PRIOR TO INSTALLATION AND OPERATION. BY PROCEEDING WITH LIFT

More information

Stony Island Avenue Streetscape Master Plan June 2010 STONY ISLAND AVENUE STREETSCAPE MASTER PLAN III. CORRIDOR DESIGN GUIDELINES

Stony Island Avenue Streetscape Master Plan June 2010 STONY ISLAND AVENUE STREETSCAPE MASTER PLAN III. CORRIDOR DESIGN GUIDELINES Stony Island Avenue Streetscape Master Plan June 2010 SONY ISLAND ENUE SREESCAPE MASER PLAN III CORRIDOR DESIGN GUIDELINES his page is intentionally left blank III CORRIDOR DESIGN GUIDELINES of accessibility

More information

CALCULATION OF EXPECTED SLIDING DISTANCE OF BREAKWATER CAISSON CONSIDERING VARIABILITY IN WAVE DIRECTION

CALCULATION OF EXPECTED SLIDING DISTANCE OF BREAKWATER CAISSON CONSIDERING VARIABILITY IN WAVE DIRECTION CALCULATION OF EXPECTED SLIDING DISTANCE OF BREAKWATER CAISSON CONSIDERING VARIABILITY IN WAVE DIRECTION SU YOUNG HONG School of Civil, Urban, and Geosysem Engineering, Seoul Naional Universiy, San 56-1,

More information

RECOMMENDATION FOR INTERCHANGEABLE STUD BOLTS AND TAP END STUDS FOR API SPEC 6A FLANGES

RECOMMENDATION FOR INTERCHANGEABLE STUD BOLTS AND TAP END STUDS FOR API SPEC 6A FLANGES Issue Dae: June 6 15 Revision B June 2010 RECOMMENDAION FOR INERCHANGEABE UD BO AND A END UD FOR AI EC 6A FANGE ECHNICA REOR R501 Revision B AWHEM publicaions may be use by anyone esiring o o so. Every

More information

Market Timing with GEYR in Emerging Stock Market: The Evidence from Stock Exchange of Thailand

Market Timing with GEYR in Emerging Stock Market: The Evidence from Stock Exchange of Thailand Journal of Finance and Invesmen Analysis, vol. 1, no. 4, 2012, 53-65 ISSN: 2241-0998 (prin version), 2241-0996(online) Scienpress Ld, 2012 Marke Timing wih GEYR in Emerging Sock Marke: The Evidence from

More information

Proceedings of the ASME 28th International Conference on Ocean, Offshore and Arctic Engineering OMAE2009 May 31 - June 5, 2009, Honolulu, Hawaii

Proceedings of the ASME 28th International Conference on Ocean, Offshore and Arctic Engineering OMAE2009 May 31 - June 5, 2009, Honolulu, Hawaii Proceedings of he ASME 28h Inernaional Conference on Ocean, Offshore and Arcic Engineering OMAE29 May 31 - June 5, 29, Honolulu, Hawaii OMAE29-79385 ANALYSIS OF THE TUNNEL IMMERSION FOR THE BUSAN-GEOJE

More information

Southern Equestrian Challenge BIET IEA Horse Show Zone 4 Region 10 Host: BIET Co-Host: Chelsea Equestrian

Southern Equestrian Challenge BIET IEA Horse Show Zone 4 Region 10 Host: BIET Co-Host: Chelsea Equestrian Souhern Equesrian Challenge BIET IEA Horse Show Zone 4 Region 10 Hos: BIET Co-Hos: Chelsea Equesrian Saurday ember 17, 2018 Show ID #: HB4032 Sunday ember 18, 2018 Show ID # HB4033 Clairmon Show Sables

More information

SPECIAL WIRE ROPES The Value Line

SPECIAL WIRE ROPES The Value Line SPECIAL WIRE ROPES The Value Line INTRODUCTION Qualiy Producs, Ousanding Service and Comprehensive Technical Suppor I s wha oday s indusries expec from heir supplier parners. And ha s wha WireCo WorldGroup

More information

An Alternative Mathematical Model for Oxygen Transfer Evaluation in Clean Water

An Alternative Mathematical Model for Oxygen Transfer Evaluation in Clean Water An Alernaive Mahemaical Model for Oxygen Transfer Evaluaion in Clean Waer Yanjun (John) He 1, PE, BCEE 1 Kruger Inc., 41 Weson Parkway, Cary, NC 27513 Email: john.he@veolia.com ABSTRACT Energy consumpion

More information

INSTRUCTIONS FOR USE. This file can only be used to produce a handout master:

INSTRUCTIONS FOR USE. This file can only be used to produce a handout master: INSTRUCTIONS OR USE This file can only be used o produce a handou maser: Use Prin from he ile menu o make a prinou of he es. You may no modify he conens of his file. IMPORTNT NOTICE: You may prin his es

More information

J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Phase II Final Environmental Review Figure 5. Temporary Construction Measures McMil

J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Phase II Final Environmental Review Figure 5. Temporary Construction Measures McMil J.A. and Kathryn Albertson Family Foundation Boise Whitewater Park Phase II Final Environmental Review Figure 5. emporary Construction Measures McMillen Jacobs Associates 10 November 22, 2017 LOCAION MAP

More information

INSTALLATION AND OPERATION MANUAL

INSTALLATION AND OPERATION MANUAL EUROPEAN USERS 400V 50Hz SUPPLY DETAILS ARE INCLUDED WITH ELECTRICAL CONTROL BOX. DISREGARD SUPPLY WIRING DETAILS IN THIS MANUAL IMPORTANT SAFETY INSTRUCTIONS SAVE THESE INSTRUCTIONS PLEASE READ THE ENTIRE

More information

Ministry of Agriculture and Rural Development Animal and Plant Health Regulatory Directorate

Ministry of Agriculture and Rural Development Animal and Plant Health Regulatory Directorate Minisry of Agriculure and Rural Developmen Animal and Plan Healh Regulaory Direcorae Checklis for saus of slaugherhouses for cale, sheep and goas (General informaion) i Addis Ababa Ehiopia 1 1. Background

More information

Improving the Tournament Performance of ATP Players from the Perspective of Efficiency Enhancement

Improving the Tournament Performance of ATP Players from the Perspective of Efficiency Enhancement Inernaional Journal of Spors Science 2014, 4(5): 152-164 DOI: 10.5923/j.spors.20140405.02 Improving he Tournamen Performance of ATP Players from he Perspecive of Efficiency Enhancemen Chia-Hui Tsai 1,

More information

The safe ships trajectory in a restricted area

The safe ships trajectory in a restricted area Scienific Journals Mariime Universiy of Szczecin Zeszyy Naukowe Akademia Morska w Szczecinie 214, 39(111) pp. 122 127 214, 39(111) s. 122 127 ISSN 1733-867 The safe ships rajecory in a resriced area Zbigniew

More information

Owner s Manual SSCI. Wheeling, IL (800) Form No /08

Owner s Manual SSCI. Wheeling, IL (800) Form No /08 Owner s Manual Classic Bahing Table wih Access Door! Convenien Access Door & Roaing Ramp! Selec,, or Fauce Locaion! Pick 48-in or 60-in Table Widh! Choice of Inegral Splash Shields Model Numbers: 13022-LA-HJJRDR

More information

MVS. Electronic fan speed controller for DIN rail. Key features. Article codes Technical specifications. Area of use

MVS. Electronic fan speed controller for DIN rail. Key features. Article codes Technical specifications. Area of use MVS Elecronic fan speed conroller for DIN rail The MVS elecronic speed conrollers conrol he speed of single-phase volage conrollable elecric moors ( VAC / 5 6 z) according o a sandard inpu conrol signal.

More information

XSz 8... XSz 50 Solenoid actuated fail-safe safety valve

XSz 8... XSz 50 Solenoid actuated fail-safe safety valve > > /-way or size: G /4... G, /4... NT > > ouble valve conrol sysem, inherenly failsafe wihou residual pressure > > ynamic self monioring > > For use wih pneumaic cluch and brake sysems and oher -way safey

More information

2020 ClearTrace In-line Turbidity System

2020 ClearTrace In-line Turbidity System 2020 ClearTrace In-line Turbidiy Sysem Code 5-0113-24V Code 5-0113-110V Preface This insrucion manual serves o explain he use of he LaMoe 2020 ClearTrace Inline Turbidiy Sysem and is wrien o cover as

More information

Chapter : Linear Motion 1

Chapter : Linear Motion 1 Te: Chaper 2.1-2.4 Think and Eplain: 1-3 Think and Sole: --- Chaper 2.1-2.4: Linear Moion 1 NAME: Vocabulary: disance, displacemen, ime, consan speed, consan elociy, aerage, insananeous, magniude, ecor,

More information

Keywords: overfishing, voluntary vessel buy back programs, backward bending supply curve, offshore fisheries in Taiwan

Keywords: overfishing, voluntary vessel buy back programs, backward bending supply curve, offshore fisheries in Taiwan EVALUATION AND SIMULATION OF FISHING CAPACITY AND BACKWARD- BENDING SUPPLY OF THE OFFSHORE FISHERY IN TAIWAN Chin-Hwa Sun, Insiue of Applied Economics, Naional Taiwan Ocean Universiy, jsun@mail.nou.edu.w

More information

Protecting the African Elephant: A Dynamic Bioeconomic Model of. Ivory Trade

Protecting the African Elephant: A Dynamic Bioeconomic Model of. Ivory Trade Proecing he African Elephan: A Dynamic Bioeconomic Model of Ivory Trade G. Cornelis van Kooen Deparmen of Economics Universiy of Vicoria P.O. Box 1700, Sn CSC Vicoria, BC V8W 2Y2 Canada Email: kooen@uvic.ca

More information

Hood River Tributaries Instream Flow Study

Hood River Tributaries Instream Flow Study Hood River Tribuaries Insream Flow Sudy Presened To: Hood River Couny 61 Sae Sree Hood River, OR 9731 Submied On: June 13, 214 Submied By: 89 L Sree Arcaa, CA 95521 www.normandeau.com Dra Hood River Tribuaries

More information

MBTA Key Bus Route Improvement Program

MBTA Key Bus Route Improvement Program B Bus oues ommuniy eeing pril/ay 2012 B ey Bus oue mprovemen Program he B is commied o improving your bus riding experience. ver he course of wo years, he B is planning and implemening a series of enhancemens

More information

Managing the abundance of bison in Yellowstone National Park, winter Chris Geremia, P. J. White, and Rick Wallen September 12, 2011

Managing the abundance of bison in Yellowstone National Park, winter Chris Geremia, P. J. White, and Rick Wallen September 12, 2011 Managing he abundance of bison in Yellowsone Naional Park winer 2012 Chris Geremia P. J. Whie and Rick Wallen Sepember 12 2011 EXECUTIVE SUMMARY Background Yellowsone Naional Park (YNP) developed a plan

More information

Type Control action Setpoint range Air Weight Volume flow % capacity I n /h kg. Pressure diff. 1) Pa

Type Control action Setpoint range Air Weight Volume flow % capacity I n /h kg. Pressure diff. 1) Pa 7.0/ RL 0 & 0: neumaic volume-flow conroller Used in conjuncion wih an orifice plae or a dnamic pressure sensor and a pneumaic damper drive for conrolling he air volume in air-condiioning ssems. For fixed,

More information

Homework 2. is unbiased if. Y is consistent if. c. in real life you typically get to sample many times.

Homework 2. is unbiased if. Y is consistent if. c. in real life you typically get to sample many times. Econ526 Mulile Choice. Homework 2 Choose he one ha bes comlees he saemen or answers he quesion. (1) An esimaor ˆ µ of he oulaion value µ is unbiased if a. ˆ µ = µ. b. has he smalles variance of all esimaors.

More information

Gas Source Localisation by Constructing Concentration Gridmaps with a Mobile Robot

Gas Source Localisation by Constructing Concentration Gridmaps with a Mobile Robot Gas Source Localisaion by Consrucing Concenraion Gridmaps wih a Mobile Robo Achim Lilienhal 1, Tom Ducke 2 1 W.-Schickard-Ins. of Comp. Science, Universiy of Tübingen, D-72076 Tübingen, Germany lilien@informaik.uni-uebingen.de

More information

INSTALLATION AND OPERATION MANUAL

INSTALLATION AND OPERATION MANUAL IMPORTANT SAFETY INSTRUCTIONS SAVE THESE INSTRUCTIONS PLEASE READ THE ENTIRE CONTENTS OF THIS MANUAL PRIOR TO INSTALLATION AND OPERATION. BY PROCEEDING WITH LIFT INSTALLATION AND OPERATION YOU AGREE THAT

More information

INSTALLATION AND OPERATION MANUAL

INSTALLATION AND OPERATION MANUAL EUROPEAN USERS 400V 50Hz SUPPLY DETAILS ARE INCLUDED WITH ELECTRICAL CON- TROL BOX. DISREGARD SUPPLY WIR- ING DETAILS IN THIS MANUAL 14,000 POUND CAPACITY COMMERCIAL GRADE FOUR-POST LIFTS IMPORTANT SAFETY

More information

REGISTRATION. How do I register on-line? Date. Venue. On-line Registration. Refund Policy. Hard Copy Entries

REGISTRATION. How do I register on-line? Date. Venue. On-line Registration. Refund Policy. Hard Copy Entries REGISTRATION Dae Saurday, January 28, 2017 U14, U16, U18, & U21 Noe: Shiai sars a 10:00hr on Saurday U14 and U18 will be he firs Block in he morning U16 and U21 will sar when U14 and U18 is concluded Venue

More information

1609 E. FRANKLIN STREET HOTEL TRAFFIC IMPACT STUDY EXECUTIVE SUMMARY

1609 E. FRANKLIN STREET HOTEL TRAFFIC IMPACT STUDY EXECUTIVE SUMMARY 1609 E. FRANKLIN STREET HOTEL TRAFFIC IMPACT STUDY EXECUTIVE SUMMARY Prepared for: The Town of Chapel Hill Public Works Department Traffic Engineering Division Prepared by: HNTB North Carolina, PC 343

More information

3 (R) 1 (P) N/en

3 (R) 1 (P) N/en 3/ way fail-safe safey valve, solenoid acuaed For mechanical presses and oher safey applicaions G /4... G, /4... NT Inherenly fail-safe wihou residual pressure ynamic self monioring ouble valve conrol

More information

POWER DANGER NOW COMMERCIAL. Controls Ba Erodes Slowly to Deliver Lo ACTIVE INGREDIENT: OTHER INGREDIENTS:...32% with Anti-Scale Additive

POWER DANGER NOW COMMERCIAL. Controls Ba Erodes Slowly to Deliver Lo ACTIVE INGREDIENT: OTHER INGREDIENTS:...32% with Anti-Scale Additive 748-275_Leslies Swimming Pool POWER Supplies Power Pro Tabs_20141014_26_748_.pdf P NOW wih Ani-Scale Addiive COMMERCIAL Conrols Ba Erodes Slowly o Deliver Lo KEEP OUT OF REACH OF CHILDREN DANGER Do no

More information

Do Competitive Advantages Lead to Higher Future Rates of Return?

Do Competitive Advantages Lead to Higher Future Rates of Return? Do Compeiive Advanages Lead o Higher Fuure Raes of Reurn? Vicki Dickinson Universiy of Florida Greg Sommers Souhern Mehodis Universiy 2010 CARE Conference Forecasing and Indusry Fundamenals April 9, 2010

More information