ERRATA for Guide for the Development of Bicycle Facilities, 4th Edition (GBF-4)
|
|
- Janel Sutton
- 6 years ago
- Views:
Transcription
1 Dvid Bernhrdt, P.E., President Commissioner, Mine Deprtment of Trnsporttion Bud Wright, Executive Director 444 North Cpitol Street NW, Suite 249, Wshington, DC (202) Fx: (202) ERRATA for Guide for the Development of Bicycle Fcilities, 4th Edition (GBF-4) Februry 2017 TO: FROM: AASHTO Members Erin Grdy, Director AASHTO Publictions Production RE: Februry 2013 nd 2017 Errtum to the Guide for the Development of Bicycle Fcilities, 4 th Edition AASHTO hs issued n errt tht includes technicl revisions to the Guide for the Development of Bicycle Fcilities, 4th Edition. To ensure tht your editions re ccurte nd current, we re providing you with the ttched summry of the errt chnges, s well s the revised pges to which they pply. Those items with green heder re from the 2017 Errt, those items with red heder re from the 2013 Errt. Following the summry pges, you will find the replcement pges tht include ll revisions to be inserted into your book. Should you need dditionl copies of the errt, you cn downlod them free of chrge on the AASHTO Online Bookstore t the following URL: We pologize for ny inconvenience. Plese feel free to contct us if you hve questions or need ny dditionl informtion. Thnk you.
2 Summry of Errt Chnges, GBF-4 Februry , 5-22 Shded re represents S > L Shded re represents S < L
3 Summry of Errt Chnges, GBF-4 Februry 2013 Pge Existing Text Corrected Text Chpter Tble 3-2 in Row 1, Typicl Upright Adult Cyclists, Feture column reds: Feture Decelertion rte (dry level pvement) Decelertion rte for wet conditions (50 80% reduction in efficiency) Vlue U.S. Customry 0.16 ft/s m/s ft/s m/s 2 Feture Decelertion rte (dry level pvement) Decelertion rte for wet conditions (50 80% reduction in efficiency) Vlue U.S. Customry 8 10 ft/s m/s ft/s m/s 2 Add new sixth row to red: Feture Coefficient of friction for brking, wet level pvement Vlue U.S. Customry
4 Summry of Errt Chnges, GBF-4 Februry 2013 Pge Existing Text Corrected Text Chpter Figure 5-3 top illustrtion, the drop dimension reds: Drop is 6 ft 1(.8 m) Drop is 6 ft (1.8 m) 5-20 Tble 5-5 top formuls for nd red: 200 h 2 1 h2 200 h 2 1 h2 2 when S L L 2S S L L S The bottom formuls for nd red: 2 AS S L L 2S h 2h A 100 2h1 2h1 1 1 when L AS 2 2 A 5-21, 5-22 Figure 5-8, the notes t the bottom of the U.S. Customry nd tbles red: Shded re represents S = L Shded re represents S > L The cell for A = 5 nd S = 55 (i.e., vlue = 54) reds: Tble 5-6, the bottom formuls for nd red: R 1 HSO 1 cos R HSO R 54 [without shding] R 1 R HSO S cos R 5-36 Tble 5-8, the definition for term i for U.S. Customry nd reds: i = motorist decelertion rte (ft/s 2 ) in intersection pproch when brking to stop is not initited (ssume -5.0 ft/s 2 ) i = motorist decelertion rte (m/s 2 ) in intersection pproch when brking to stop is not initited (ssume -1.5 m/s 2 ) i = motorist decelertion rte (ft/s 2 ) on intersection pproch when brking to stop is not initited (ssume 5.0 ft/s 2 ) i = motorist decelertion rte (m/s 2 ) on intersection pproch when brking to stop is not initited (ssume 1.5 m/s 2 )
5 Guide to Bicycle Fcilities, 4th Edition Tble 3-1. Key Dimensions (continued) User Type Feture Dimension Recumbent bicyclist Physicl length 82 in. 2.2 m Eye height 46 in. 1.2 m Tndem bicyclist Physicl length (typicl dimension) 96 in. 2.4 m Bicyclist with child triler Physicl width 30 in m Physicl length 117 in. 3.0 m Hnd bicyclist Eye height 34 in. 0.9 m Inline skter Sweep width 60 in. 1.5 m As with bicycle dimensions, bicyclist performnce cn vry considerbly bsed upon opertor bility nd vehicle design. Tble 3-2 lists vrious performnce criteri for typicl upright dult bicyclists s well s key performnce criteri for other types of bicyclists (1), (4), (11). Bicyclist speeds vry bsed on ge nd bility nd re function of mny fctors, including bicyclist skill, bicyclist physicl nd cognitive bilities, bicycle design, trffic, lighting, wind conditions, trnsporttion fcility design, nd terrin. Adults typiclly ride t 8 15 mph (13 24 km/h) on level terrin, while children ride more slowly. Experienced, physiclly fit riders cn ride up to 30 mph (50 km/h); very fit riders cn ride t speeds in excess of 30 mph (50 km/h) but will typiclly only ride t such speeds on rods. Tble 3-2. Key Performnce Criteri Bicyclist Type Typicl upright dult bicyclist Feture Vlue Speed, pved level terrin 8 15 mph km/h Speed, downhill plus mph plus km/h Speed, uphill 5 12 mph 8-19 km/h Perception rection time s s Accelertion rte ft/s m/s 2 Coefficient of friction for brking, wet level pvement Coefficient of friction for brking, dry level pvement Decelertion rte (dry level pvement) 8 10 ft/s m/s 2 Decelertion rte for wet conditions (50 80% reduction in efficiency) 2 5 ft/s m/s 2 Recumbent bicyclist Speed, level terrin mph km/h Accelertion rte ft/s m/s 2 Decelertion rte ft/s m/s 2 Note: The speeds reported re for bicyclists on shred use pths. Experience suggests tht mximum speeds on rodwys cn be considerbly higher. 3-4
6 Chpter 5: Design of Shred Use Pths Pth Sfety Ril 42 in. (1 m) 1 ft (0.3 m) (1V:3H) or steeper Drop is 6 ft (1.8 m) or more Less thn 5 ft (1.5 m) Pth Sfety Ril 42 in. (1 m) 1 ft (0.3 m) (1V:2H) or steeper Drop is 4 ft (1.2 m) or more Less thn 5 ft (1.5 m) Pth Sfety Ril 42 in. (1 m) 1 ft (0.3 m) (1V:1H) or steeper Drop is 1 ft (0.3 m) or more Less thn 5 ft (1.5 m) Figure 5-3. Sfety Ril Between Pth nd Adjcent Slope 5-7
7 Guide to Bicycle Fcilities, 4th Edition Reserch indictes tht, under dry conditions, the coefficient of friction of vrious other pth users rnge from 0.20 for inline skters to 0.30 for recumbent bicyclists. If users with lower coefficients of friction such s inline skters or recumbent bicyclists re expected to mke up reltively lrge percentge of pth users, stopping sight distnces should be incresed. For two-wy shred use pths, the sight distnce in the descending direction, tht is, where G is defined s negtive, will control the design. Figure 5-8 is used to select the minimum length of verticl curve needed to provide minimum stopping sight distnce t vrious speeds on crest verticl curves. The eye height of the typicl dult bicyclist is ssumed to be 4.5 ft (1.4 m), nd the object height is ssumed to be 0 in. (0 mm) to recognize tht impediments to bicycle trvel exist t pvement level. The minimum length of verticl curve cn lso be clculted using the following eqution s shown in Tble 5-5. Tble 5-5. Length of Crest Verticl Curve to Provide Sight Distnce L = minimum length of verticl curve (ft) A = lgebric grde difference (percent) L = minimum length of verticl curve (m) A = lgebric grde difference (percent) S = stopping sight distnce (ft) S = stopping sight distnce (m) h 1 = eye height (4.5 ft for typicl bicyclist) h 1 = eye height (1.4 m for typicl bicyclist) h 2 = object height (0 ft) h 2 = object height (0 m) 5-20
8 Chpter 5: Design of Shred Use Pths A S = Stopping Sight Distnce (ft) (%) Shded re represents S < L Minimum length of verticl curve = 3 ft Figure 5-8. Minimum Length of Crest Verticl Curve Bsed on Stopping Sight Distnce 5-21
9 Guide for the Development of Bicycle Fcilities, Fourth Edition A S = Stopping Sight Distnce (m) (%) Shded re represents S < L Minimum length of verticl curve = 1 m Figure 5-8. Minimum Length of Crest Verticl Curve Bsed on Stopping Sight Distnce (continued) Other pth users such s child bicyclists, hnd bicyclists, recumbent bicyclists, nd others hve lower eye heights thn typicl dult bicyclist. Eye heights re pproximtely 2.6 ft (0.85 m) for hnd bicyclists nd 3.9 ft (1.2 m) for recumbent bicyclists. When compred to the eye heights of typicl bicyclists, these lower eye heights limit sight distnce over crest verticl curves. However, since most hnd bicyclists nd child bicyclists trvel slower thn typicl dult bicyclists, their needs re met by using the vlues in Figure 5-8. Recumbent bicyclists generlly trvel fster thn typicl upright bicyclists, so if they re expected to mke up reltively lrge percentge of pth users, crest verticl curve lengths should be incresed ccordingly (operting chrcteristics of recumbent bicyclists re found in Chpter 3). Figures 5-9, 5-10, nd Tble 5-6 indicte the minimum clernce tht should be used for line-ofsight obstructions for horizontl curves. The lterl clernce (horizontl sight line offset or HSO) is obtined by using the tble in Figure 5-9 with the stopping sight distnce (Figure 5-6) nd the proposed horizontl rdius of curvture. Pth users typiclly trvel side-by-side on shred use pths. On nrrow pths, bicyclists hve tendency to ride ner the middle of the pth. For these resons, nd becuse of the higher likeli- 5-22
10 Chpter 5: Design of Shred Use Pths hood for crshes on curves, lterl clernces on horizontl curves should be clculted bsed on the sum of the stopping sight distnces for pth users trveling in opposite directions round the curve. Where this is not prcticl, considertion should be given to widening the pth through the curve, instlling yellow center line stripe, instlling turn or curve wrning signs (W1 series) in ccordnce with the MUTCD (7), or combintion of these lterntives. See Sections nd for more informtion bout center line pvement mrkings nd signs. Figure 5-9. Digrm Illustrting Components for Determining Horizontl Sight Distnce Tble 5-6. Horizontl Sight Distnce S = stopping sight distnce (ft) S = stopping sight distnce (m) R = rdius of centerline of lne (ft) R = rdius of centerline of lne (m) HSO = horizontl sightline offset, distnce from centerline of lne to obstruction (ft) Note: Angle is expressed in degrees; line of sight is 2.3 ft bove centerline of inside lne t point of obstruction. HSO = horizontl sightline offset, distnce from centerline of lne to obstruction (m) Note: Angle is expressed in degrees; line of sight is 0.7 m bove centerline of inside lne t point of obstruction. 5-23
11 Guide to Bicycle Fcilities, 4th Edition Tble 5-8. Length of Pth Leg of Sight Tringle 1.47Ve 1.47Vb t = w+l t g=t V b= 1.47V t i pth g rod 0.278Ve 0.278Vb t = w+l t g=t V b= 0.278V t i pth g rod t g = trvel time to rech nd cler the pth (s) b = length of leg sight tringle long the pth pproch (ft) t = trvel time to rech the pth from the decision point for motorist tht doesn t stop (s). For rod pproch grdes tht exceed 3 percent, vlue should be djusted in ccordnce with AASHTO s A Policy on Geometric Design of Highwys nd Streets (5) V e = speed t which the motorist would enter the intersection fter decelerting (mph) (ssumed 0.60 rod design speed) V b = speed t which brking by the motorist begins (mph) (sme s rod design speed) i = motorist decelertion rte (ft/s 2 ) on intersection pproch when brking to stop not initited (ssume 5.0 ft/s 2 ) w = width of the intersection to be crossed (ft) t g = trvel time to rech nd cler the pth (s) b = length of leg sight tringle long the pth pproch (m) t = trvel time to rech the pth from the decision point for motorist tht doesn t stop (s). For rod pproch grdes tht exceed 3 percent, vlue should be djusted in ccordnce with AASHTO s A Policy on Geometric Design of Highwys nd Streets (5) V e = speed t which the motorist would enter the intersection fter decelerting (km/h) (ssumed 0.60 rod design speed) V b = speed t which brking by the motorist begins (km/h) (sme s rod design speed) i = motorist decelertion rte (m/s 2 ) on intersection pproch when brking to stop not initited (ssume 1.5 m/s 2 ) w = width of the intersection to be crossed (m) L = length of the design vehicle (ft) L = length of the design vehicle (m) V pth = design speed of the pth (mph) V pth = design speed of the pth (km/h) V rod = design speed of the rod (mph) V rod = design speed of the rod (km/h) Note: This tble ccounts for reduced motor vehicle speeds per stndrd prctice in AASHTO s A Policy on Geometric Design of Highwys nd Streets (5). 5-36
FREEWAY SYSTEM PROBLEMS AND DEFICIENCIES: PHYSICAL DESIGN, TRAFFIC SAFETY, AND TRAFFIC CONGESTION
Finl Drft s Approved by Technicl Subcommittee SEWRPC Plnning Report No. 7 A REGIONAL FREEWAY RECONSTRUCTION SYSTEM PLAN FOR SOUTHEASTERN WISCONSIN Chpter V FREEWAY SYSTEM PROBLEMS AND DEFICIENCIES: PHYSICAL
More information* LANDING ROLLED CURB SIDEWALK RAMP TYPE R (ROLLED SIDES) * LANDING ** RAMP FULL CURB HEIGHT MAY BE REDUCED TO ACCOMMODATE MAXIMUM SIDE FLARE SLOPE
* MXIMUM LNDING IS 2.0% IN ECH DIRECTION OF TRVEL. LNDING MINIMUM DIMENSIONS 5' x 5'. ** MXIMUM RMP CROSS IS 2.0%, RUNNING 5% - 7% (8.3% MXIMUM). "NON-WLKING" RE * LNDING 24" CROSS FULL WIDTH PERMNENT
More informationMinnesota Manual on Uniform Traffic Control Devices
Minnesot Mnul on Uniform Trffic Control Devices MN MUTCD Jnury 2014 MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MN MUTCD Jnury 2014 Minnesot Deprtment of Trnsporttion Office of Trffic, Sfety,
More informationChapter 5. Triangles and Vectors
www.ck12.org Chpter 5. Tringles nd Vectors 5.3 The Lw of Sines Lerning Objectives Understnd how both forms of the Lw of Sines re obtined. Apply the Lw of Sines when you know two ngles nd non-included side
More informationUNIFORM STANDARD DRAWINGS CLARK COUNTY AREA, NEVADA YEAR 2016 REVISIONS
, NEVD YER 2016 REVISIONS DWG NO. TITLE ND REVISIONS SUMMRY EFFECTIVE DTE 223.1 Residential Driveway without djacent Sidewalk 7/1/2016 New Drawing to allow flexibility in Roadway Design. 234.1 Typical
More informationAPPENDIX C SANITARY SEWER PEAK DESIGN FACTOR
PPENDIX C SNITRY SEWER PEK DESIGN FCTOR ll gravity sewers will be designed to accommodate the peak flow from the contributing drainage area. The peak flow will be computed using the appropriate peaking
More informationLesson 8: Application Technology
The type of ppliction equipment used must suit the type of ppliction. In this module, you ll lern the prts of the most common types of ppliction equipment used by ssistnt pplictors, s well s how to properly
More informationBicycle wheel and swivel chair
Aim: To show conservtion of ngulr momentum. To clrify the vector chrcteristics of ngulr momentum. (In this demonstrtion especilly the direction of ngulr momentum is importnt.) Subjects: Digrm: 1Q40 (Conservtion
More informationContents TRIGONOMETRIC METHODS PROBABILITY DISTRIBUTIONS
ontents UNIT 7 TRIGONOMETRI METHODS Lesson 1 Trigonometric Functions................... 462 1 onnecting ngle Mesures nd Liner Mesures.............. 463 2 Mesuring Without Mesuring.........................
More informationGarden City Community Park - Bike Terrain Park Consultation Process
To: From: City of Richmond Prks, Recretion nd Culturl Services Committee Mike Redpth, Senior Mnger, Prks Report to Committee To V~-- \Wht A 20 x>r3. \ Dte: My 13, 2013 File: 06-2345-20- MNOR1NoI01 Re:
More informationTHERMOFLO FLUID PUMPS& SYSTEMS THERMOFLO FOR HEATING, COOLING AND WATER SUPPLY APPLICATIONS TO BS7074 SEALED SYSTEMS EXPANSION VESSELS PRESSURIZERS
THERMOFLO S E A L E D S Y S T E M S THERMOFLO SEALED SYSTEMS FOR HEATING, COOLING AND WATER SUPPLY APPLICATIONS TO BS7074 EXPANSION VESSELS PRESSURIZERS PUMPS& SYSTEMS WALL OR BASE MOUNTING PRESSURIZERS
More informationChapter 4 Group of Volunteers
CHAPTER 4 SAFETY CLEARANCE, FREEBOARD AND DRAUGHT MARKS 4-1 GENERAL 4-1.1 This chpter specifies the minimum freebord for inlnd wterwy vessels. It lso contins requirements concerning the indiction of the
More informationFirearm Safety. Links to Topics below XAVIER BECERRA THE SIX BASIC GUN SAFETY RULES. Attorney Genera] The. Six Basic Gun Safety Rules
firerm Sfety Stte of Cliforni - Deprtment of Justice - Office of the Attorney Generl Pge 1 of 14 Stte of Cliforni Deprtment of]ustice XAVIER BECERRA Attorney Gener] Serch Trnslte Website Trducir Sitio
More informationSUMMER ASSIGNMENT FOR FUNCTIONS/TRIGONOMETRY Due September 7 th
SUMMER ASSIGNMENT FOR FUNCTIONS/TRIGONOMETRY Due Septemer 7 th This summer ssignment is designed to prepre ou for Functions/Trigonometr. Nothing on the summer ssignment is new. Everthing is review of topics
More informationBypass Compensator Cartridge, Size 16
Bypss Compenstor Crtridge, Size 6 Q mx = 5 l/min, p mx = 42 br Direct cting, djustble compenstor spring Description These direct-cting bypss pressure-compenstor (hydrostt) crtridges, series DWDP-2B -6,
More informationVB-7253 Series. Application. Features. Applicable Literature
VB-7253 Series 1/2 to 2 Screwed NPT Stinless Steel Trim with Teflon Disc Stem Up Open, Two-Wy Vlves Generl Instructions Appliction VB-7253 series single set, stem down to close, two wy vlves control wter
More informationThe Discussion of this exercise covers the following points: The open-loop Ziegler-Nichols method. The open-loop Ziegler-Nichols method
Exercise 6-3 Level Process Control EXERCISE OBJECTIVE In this exercise, you will perform PID control of level process. You will use the open-loop step response method to tune the controller. DISCUSSION
More informationLesson 12.1 Right Triangle Trigonometry
Lesson 12.1 Right Tringle Trigonometr 1. For ech of the following right tringles, find the vlues of sin, cos, tn, sin, cos, nd tn. (Write our nswers s frctions in lowest terms.) 2 15 9 10 2 12 2. Drw right
More informationINVESTIGATION 2. What s the Angle?
INVESTIGATION 2 Wht s the Angle? In the previous investigtion, you lerned tht when the rigidity property of tringles is comined with the ility to djust the length of side, the opportunities for useful
More informationThe Pythagorean Theorem and Its Converse Is That Right?
The Pythgoren Theorem nd Its Converse Is Tht Right? SUGGESTED LEARNING STRATEGIES: Activting Prior Knowledge, Mrking the Text, Shred Reding, Summrize/Prphrse/Retell ACTIVITY 3.6 How did Pythgors get theorem
More informationMath commonly used in the US Army Pathfinder School
Mth commonly used in the US Army Pthfinder School Pythgoren Theorem is used for solving tringles when two sides re known. In the Pthfinder Course it is used to determine the rdius of circulr drop zones
More informationPRESSURE LOSSES DUE TO THE LEAKAGE IN THE AIR DUCTS - A SAFETY PROBLEM FOR TUNNEL USERS?
- 7 - PRESSURE LOSSES DUE TO THE LEAKAGE IN THE AIR DUCTS - A SAFETY PROBLEM FOR TUNNEL USERS? Pucher Krl, Grz Uniersity of Technology, Austri E-Mil: pucherk.drtech@gmx.t Pucher Robert, Uniersity of Applied
More informationUnited States Patent (19)
United Sttes Ptent (19) Mobley (11) 45) Ptent Number: Dte of Ptent: Nov. 19, 1991 (54) BICYCLE RACK FORMOUNTING ON A VAN 76 Inventor: Mrk H. Mobley, P.O. Box 636, Norris, Tenn. 37828 21 Appl. No.: 436,492
More informationWhy? DF = 1_ EF = _ AC
Similr Tringles Then You solved proportions. (Lesson 2-) Now 1Determine whether two tringles re similr. 2Find the unknown mesures of sides of two similr tringles. Why? Simon needs to mesure the height
More informationLateral Earth Pressure on Lagging in Soldier Pile Wall Systems
Lterl Erth Pressure on Lgging in Soldier Pile Wll Systems Howrd A. Perko, Ph.D, P.E., CTL Thompson, Fort Collins, CO, USA hperko@ctlthompson.com John J Boulden, SGM, Inc., Grnd Junction, CO johnb@sgm-inc.com
More informationSpecial Right Triangles
Pge of 5 L E S S O N 9.6 Specil Right Tringles B E F O R E Now W H Y? Review Vocbulr hpotenuse, p. 465 leg, p. 465 You found side lengths of right tringles. You ll use specil right tringles to solve problems.
More informationOpen Access Regression Analysis-based Chinese Olympic Games Competitive Sports Strength Evaluation Model Research
Send Orders for Reprints to reprints@benthmscience.e The Open Cybernetics & Systemics Journl, 05, 9, 79-735 79 Open Access Regression Anlysis-bsed Chinese Olympic Gmes Competitive Sports Strength Evlution
More informationAn Indian Journal FULL PAPER ABSTRACT KEYWORDS. Trade Science Inc. The tennis serve technology based on the AHP evaluation of consistency check
[Type text] [Type text] [Type text] ISSN : 097-7 Volume 0 Issue 0 BioTechnology 0 An Indin Journl FULL PAPER BTAIJ, 0(0), 0 [-7] The tennis serve technology bsed on the AHP evlution of consistency check
More informationA Measurement Framework for National Key Performance Measures
MINISTERIAL COUNCIL ON EDUCATION, EMPLOYMENT, TRAINING AND YOUTH AFFAIRS Performnce Mesurement nd Reporting Tskforce Working for qulity eduction outcomes A Mesurement Frmework for Ntionl Key Performnce
More informationSUMMER ASSIGNMENT FOR FUNCTIONS/TRIGONOMETRY Bring to school the 1 st day of class!
SUMMER ASSIGNMENT FOR FUNCTIONS/TRIGONOMETRY Bring to school the st d of clss! This summer ssignment is designed to prepre ou for Functions/Trigonometr. Nothing on the summer ssignment is new. Everthing
More informationAHP-based tennis service technical evaluation consistency test
Avilble online.jocpr.com Journl of Chemicl nd Phrmceuticl Reserch, 0, ():7-79 Reserch Article ISSN : 097-78 CODEN(USA) : JCPRC AHP-bsed tennis service technicl evlution consistency test Mio Zhng Deprtment
More informationTECHNICAL BULLETINApril 2016
SYN-86 TECHNICAL BULLETINApril 216 Synovex One-Feedlot Implnts in Feedlot Steers: Phse IIIB Studies in Nersk nd Texs Zoetis Florhm Prk, NJ 7932 Summry Two Phse IIIB studies 1,2 were conducted in feedlot
More information2014 WHEAT PROTEIN RESPONSE TO NITROGEN
2014 WHEAT PROTEIN RESPONSE TO NITROGEN Aron Wlters, Coopertor Ryford Schulze, Coopertor Dniel Hthcot, Extension Progrm Specilist Dr. Clrk Neely, Extension Stte Smll Grins Specilist Ryn Collett, Extension
More informationIn any right-angle triangle the side opposite to the right angle is called the Label the Hypotenuse in each diagram above.
9 Ademi Mth Dte: Pythgoren Theorem RIGHT ANGLE TRIANGLE - A right tringle is tringle with one 90 0 ngle. For exmple: In ny right-ngle tringle the side opposite to the right ngle is lled the Lbel the Hypotenuse
More informationSkills Practice Skills Practice for Lesson 4.1
Skills Prctice Skills Prctice for Lesson.1 Nme Dte Interior nd Exterior Angles of Tringle Tringle Sum, Exterior Angle, nd Exterior Angle Inequlity Theorems Vocbulry Write the term tht best completes ech
More informationDesign and Calibration of Submerged Open Channel Flow Measurement Structures: Part 3 - Cutthroat Flumes
Uth Stte University DigitlCommons@USU Reports Uth Wter Reserch Lbortory Jnury 1967 Design nd Clibrtion of Submerged Open Chnnel Flow Mesurement Structures: Prt 3 - Cutthrot Flumes Gylord V. Skogerboe M.
More informationEMBASSY SWIMMING POOL & FITNESS SUITE Fitness Programme June - September 2017
EMBASSY POOL & FITNESS SUITE Fitness Progrmme June - September 2017 7m Sturdy dy dy sdy nesdy sdy dy 7m - using the benefits of wter resistnce for low impct crdio nd muscle toning workout tht cn suit wide
More informationWonderland Road South from Southdale Road to Highway 402 DRAFT Assessment and Evaluation of Road Cross-Section Concepts
APPENDIX F 1 Socio-Economic 1.1 Property nd Access Impcts to properties Potentil impcts to ccess to existing residences/usinesses Totl numer of properties impcted Impcts to residences (e.g., displcement)
More informationDorridge & District Residents Association A Walk From Dorridge to Blythe Valley Nature Reserve
Dorridge & District Residents Assocition A Wlk From Dorridge to Bly Vlley Nture Reserve This is circulr wlk. It is wlk of round 5 miles from centre of Dorridge, though obviously, those nerer Four Ashes
More information700 Multi-Modal Considerations
700 Multi-Modal Considerations Table of Contents 701 Railroads... 7-1 701.1 Background... 7-1 701.2 Crossing At-Grade... 7-1 701.2.1 General... 7-1 701.2.2 Railroad Parallel to Highway... 7-1 701.3 Lateral
More informationExploring Impacts of Countdown Timers on Queue Discharge Characteristics of Through Movement at Signalized Intersections
Avilble online t www.sciencedirect.com ScienceDirect Procedi - Socil nd Behviorl Scienc es 96 ( 2013 ) 255 264 13th COTA Interntionl Conference of Trnsporttion Professionls (CICTP 2013) Exploring Impcts
More informationWorking Paper: Reversal Patterns
Remember to welcome ll ides in trding. AND remember to reserve your opinion until you hve independently vlidted the ide! Working Pper: Reversl Ptterns Working Pper In this pper I wnt to review nd (hopefully)
More informationShared Use Path Design
12B-2 Design Manual Chapter 12 - Sidewalks and Bicycle Facilities 12B - Bicycle Facilities Shared Use Path Design A. Accessible Shared Use Path Design 1. General: Applicable portions from the following
More informationBUREAU OF LOCAL ROADS & STREETS 42-3(12) BICYCLE FACILITIES Jan 2006
UREU OF LOCL RODS & STREETS 42-3(2) ICYCLE FCILITIES Jan 2006 MINIMUM CROSS SECTIONS FOR CURED STREETS WITHOUT PRKING (Marked icycle Lanes) Figure 42-3G b. Curbed Streets with Parking. The bicycle lane
More informationIGF Research Project N Safer High Heels
IGF Reserch Project 17868 N Sfer High Heels Survivl of compnies in the fshion nd sesonlly dependent sectors such s the footwer industry depends upon their ility to implement the ltest trends. Shoe ottoms
More informationChp. 3_4 Trigonometry.notebook. October 01, Warm Up. Pythagorean Triples. Verifying a Pythagorean Triple... Pythagorean Theorem
Chp. 3_4 Trigonometry.noteook Wrm Up Determine the mesure of the vrile in ech of the following digrms: x + 2 x x 5 x + 3 Pythgoren Theorem - is fundmentl reltionship mongst the sides on RIGHT tringle.
More informationMinnesota s Wild Turkey Harvest Fall 2016, Spring 2017
Minnesot s Wild Turkey Hrvest Fll 2016, Spring 2017 Lindsey Messinger Frmlnd Wildlife Popultions nd Reserch Group Minnesot Deprtment of Nturl Resources Mdeli, Minnesot 15 August 2017 Summry of Seson Structure
More informationCopyright 1983 by ASME NEGATIVE INCIDENCE FLOW OVER A TURBINE ROTOR BLADE
THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS 345 E. 47 St., New York, N.Y. 7 83-GT-23 ^+ The Society shll not be responsible for sttements or opinions dvnced in ppers or in G discussion t meetings of the
More informationReproduction. Not for. Mower - Roller Bar WARNING. Installation and Leveling Instructions. Attention Setup Personnel: Model: ,
Mower - Roller Br Instlltion nd Leveling Instructions 4 Model: 9555, 9594 Attention Setup Personnel: 5 4 5 Model: 958, 9595 Model: 9559 Model: 959 The sfety wrnings provided in this guide nd in the trctor's
More informationAPPLICATION OF POLISH CALCIUM SORBENTS IN CARBONATE LOOPING
Physicochem. Probl. Miner. Process. 49(), 203, 20 www.minproc.pwr.wroc.pl/journl/ Physicochemicl Problems of Minerl Processing ISSN 643-049 (print) ISSN 2084-4735 (online) Received April 3, 202; reviewed;
More informationA Step, Stride and Heading Determination for the Pedestrian Navigation System
Journl of Globl Positioning Systems (2004) Vol. 3,. 1-2: 273-279 A Step, Stride nd Heding Determintion for the Pedestrin Nvigtion System Jeong Won Kim GNSS Technology Reserch Center, Chungnm Ntionl University,
More informationPROTECTION FROM HAND-ARM TRANSMITTED VIBRATION USING ANTIVIBRATON GLOVES
PROTECTION FROM HAND-ARM TRANSMITTED VIBRATION USING ANTIVIBRATON GLOVES VLADO GOGLIA IGOR ĐUKIĆ JOSIP ŢGELA Abstrct There re vrious wys of reducing the helth-hzrds of hnd-trnsmitted vibrtion. One of the
More informationNORTH POLE ELEMENTARY SCHOOL
RTH PLE ELEMETARY SCHL Firbnks Are Sfe Routes to School Februry 2012 Wlk Zone Inventory Report & Engineering Recommendtions orth Pole Elementry School orth Pole Elementry School (PES) is locted within
More informationSkills Practice Skills Practice for Lesson 4.1
Skills Prctice Skills Prctice for Lesson.1 Nme Dte Interior nd Exterior Angles of Tringle Tringle Sum, Exterior Angle, nd Exterior Angle Inequlity Theorems Vocbulry Write the term tht best completes ech
More informationCity of Roseville Section 13 Design Standards. _Bikeways January 2016 SECTION 13 BIKEWAYS
SECTION 13 BIKEWAYS 13-1 GENERAL The City of Roseville bikeway standards are designed to insure that transportation and recreational bikeways are constructed in a manner that would provide a safe and comfortable
More informationChapter Twenty-eight SIGHT DISTANCE BUREAU OF LOCAL ROADS AND STREETS MANUAL
Chapter Twenty-eight SIGHT DISTANCE BUREAU OF LOCAL ROADS AND STREETS MANUAL Jan 2006 SIGHT DISTANCE 28(i) Chapter Twenty-eight SIGHT DISTANCE Table of Contents Section Page 28-1 STOPPING SIGHT DISTANCE
More informationOff-Road Facilities Part 1: Shared Use Path Design
Off-Road Facilities Part 1: Shared Use Path Design Presentation by: Eric Mongelli, P.E. Tom Huber October 9, 2012 FOLLOW THE CONVERSATION ON TWITTER Toole Design Group is live tweeting this webinar @tooledesign
More informationChapter 5 Shared-Use Paths
Chapter 5: 5-1.0 Introduction Shared-Use Paths This chapter provides guidelines for design of bicycle transportation facilities that are separated from the roadway. In most cases, a path separated from
More informationDaytime Habitat Selection by Resident Golden Eagles in Southern Idaho, USA
Dytime Hbitt Selection by Resident Golden Egles in Southern Idho, USA Environmentl & Sttisticl Consultnts Chd LeBeu 1-04-14 Ryn Nielson, Eric Hllingstd, nd Dve Young cwlebeu@west-inc.com Introduction Risk
More informationCOMPARISON OF CORIOLIS AND TURBINE TYPE FLOW METERS FOR FUEL MEASUREMENT IN GAS TURBINE TESTING
THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS 346 E. 47th St., New York, N.Y. 117 93-GT-7 The Society shll not be responsible for sttements or opinions dvnced in ppers or discussion t meetings of the Society
More information2014 Victorian Shooting Championship
2014 Victorin Shooting Chmpionship VPCI, in conjunction with the Stte Coches nd the Stte Umpires invite ll PFA licensed petnque plyers in the Stte of Victori to tke prt in the 2014 Victorin Shooting Chmpionship.
More informationTechnical Memorandum TRAFFIC IMPACT STUDY. RIDLEY ROAD CONVENIENCE STORE Southampton County, VA. Prepared for: Mr. David Williams.
Technical Memorandum TRFFIC IMPCT STUDY RIDLEY ROD CONVENIENCE STORE Southampton County, V Prepared for: Mr. David Williams By: Charles Smith, P.E., PTOE EPR Charlottesville, V July 2014 1 TBLE OF CONTENTS
More informationHot-Air Blowers 12 / / Hot-Air Blowers
Hot-Air Blowers MISTRAL HOTWIND PREMIUM / HOTWIND SYSTEM MISTRAL Accessories HOTWIND Accessories VULCAN SYSTEM VULCAN SYSTEM Accessories IGNITER BM4/BR4 IGNITER BM4/BR4 Accessories 12 / 13 14 / 15 16 17
More informationAn Analysis of the Visual Demands Associated with Aviation Maintenance Inspectors. The Ohio State University College of Optometry, Columbus, OH 2
An Anlysis of the Visul Demnds Associted with Avition Mintennce Inspectors Gregory W. Good 1, Json J. Nichols 1, Mnoj V. Subbrm 1, Vn B. Nkgwr 2, Ronld W. Montgomery 2 1 The Ohio Stte University College
More informationTeeJay Publishers Homework for Level C book Ch 12 - Length & Area
Chpter 12 Exerise Perentges 1 Length & Are 1. Would you use ruler, tpe mesure or r odometer to mesure : your tehers height the length of 5 note the length of your edroom d the distne from Glsgow to Crlisle?
More information1 Measurement. What you will learn. World s largest cylindrical aquarium. Australian Curriculum Measurement and Geometry Using units of measurement
Austrlin Curriulum Mesurement nd Geometry Using units of mesurement hpter 1 Mesurement Wht you will lern 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 Conversion of units Perimeter Cirumferene Are Are of irle Surfe
More informationOFFSHORE USE OF FLOATING SHEERLEGS
Proceedings of the ASME 211 3th Interntionl Conference on Ocen, Offshore nd Arctic Engineering OMAE211 June 19-24, 211, Rotterdm, The Netherlnds OMAE211-49394 OFFSHORE USE OF FLOATING SHEERLEGS Vincent
More informationLesson 2 PRACTICE PROBLEMS Using Trigonometry in Any Triangle
Nme: Unit 6 Trigonometri Methods Lesson 2 PRTIE PROLEMS Using Trigonometry in ny Tringle I n utilize the Lw of Sines nd the Lw of osines to solve prolems involving indiret mesurement in non-right tringles.
More informationHow To Demonstrate Guide E24 & E26
Pre-Demonstrtion Checklist Clen the entire mchine Chrge tteries Check squeegee ldes Bring proper rushes nd/or pds Clening cost nlysis Prepre quottion with lese pyments E24 & E26 literture nd fct sheet
More informationOwner s Manual. For TH330MR1 Hydraulic Winches Dedicated for Personnel Lifting
Red this Owner s Mnul thoroughly before operting the equipment. Keep it with the equipment t ll times. Replcements re vilble from Thern, Inc., PO Box 347, Winon, MN 55987, 507-454-2996. www.thern.com IMPORTANT:
More informationPOWER COMBICON feed-through plugs mm pitch DFK-PC 16/...-ST(F)-10,16
feed-through plugs 0.6 mm pitch DFK-PC 6/...-ST(F)-0,6 If 6 mm conductor is used, the new feed-through plug connector offers the possibility to trnsfer current of 76 A from inside the device to outside
More informationGrade 6. Mathematics. Student Booklet SPRING 2011 RELEASED ASSESSMENT QUESTIONS. Record your answers on the Multiple-Choice Answer Sheet.
Grde 6 Assessment of Reding, Writing nd Mthemtics, Junior Division Student Booklet Mthemtics SPRING 211 RELEASED ASSESSMENT QUESTIONS Record your nswers on the Multiple-Choice Answer Sheet. Plese note:
More informationTEMPORARY TRAFFIC CONTROL
SUDS Standard Specifications Division 8 - Traffic Control Section 8030 - Temporary Traffic Control TEMPORRY TRFFIC CONTROL PRT 1 - GENERL 1.01 SECTION INCLUDES. Temporary Traffic Control Devices B. Installation
More informationRENEWABLE SOFTWARE THE EASY WAY
RENEWABLE SOFTWARE THE EASY WAY For more inmtion plese 0800 612 43 42 or visit www.esy-rss.co.uk ? UK s & Environmentl Stw renewble environmentl secrs. The Stw Suite Completing complint ccurte Clcultions
More informationbark bark bat bat Multiple Meaning Words: Kindergarten to Grade 2 More Teaching Tools at harsh sound made by a dog
the brk the brk bt bt hrsh sound mde by dog Mx, stop brking! outside cover of the trunks, brnches, nd roots of woody plnts The brk of this tree is very rough. club of wood or metl used to hit the bll in
More informationd r a f t The City of Vaughan is undertaking a The following review was prepared by 6.0 Transportation 6.1 Background North Kleinburg-Nashville
North Kleinburg-Nshville Secondry Pln 6.0 Trnsporttion 6.1 Bckground The City of Vughn is undertking Trnsporttion Mster Pln (TMP) Study s prt of the Officil Pln Updte. The TMP is being prepred to identify
More informationStudy on Fish Migration through a Stone-Embedded Fish Passage Based on Preference
Journl of Wter nd Environment Technology, Vol.13, No.1, 2015 Study on Fish Migrtion through Stone-Embedded Fish ssge Bsed on reference Rin FEBRINA 1) 2), Mshiko SEKINE 2), Hiroshi KANEMOTO 2), Koichi YAMAMOTO
More informationWorkfit -SR, Dual Monitor Short Surface
User's Guide Workfit -SR, Dul Monitor Short Surfce Do not throw wy! Crdord locks needed for instlltion. Visit http://www.ergotron.com/workfi t-sr-instll for instlltion instructionl video. NOTE: 10 feet
More informationThe development of a truck concept to allow improved direct vision of vulnerable road users by drivers
Loughorough University Institutionl Repository The development of truck concept to llow improved direct vision of vulnerle rod users y drivers This item ws sumitted to Loughorough University's Institutionl
More informationTraffic Signal Backplate Standardization. District Executives. Bureau of Maintenance and Operations
494-17-01 DTE: March 9, 2017 SUBJECT: Traffic Signal Backplate Standardization TO: District Executives FROM: Richard N. Roman, P.E., Director Richard Roman /s/ Bureau of Maintenance and Operations This
More information1985 BFS CLINICS. BFS Clinic-Assembly in Kamloops, British Columbia. Westsyde High School. Bob Bridges is the Football Coach.
1985 BFS CLINICS BFS Clinic-Assembly in Kmloops, British Columbi. Westsyde High School. Bob Bridges is the Footbll Coch. BFS Clinicin Rick Anderson detils BFS Nutrition Progrm t Lke Hvsu High School in
More informationPILOT PROGRAM FOR THE EVALUATION OF NANOFILTRATION MEMBRANES PREPARED BY: WILMINGTON, MA ON UF PERMEATE
PILOT PROGRAM FOR THE EVALUATION OF NANOFILTRATION MEMBRANES ON UF PERMEATE PREPARED BY: KOCH MEMBRANE SYSTEMS, INC. 850 MAIN STREET WILMINGTON, MA 01887 NANOPILT. D157 INTRODUCTION This progrm will outline
More informationChapter 4 On-Road Bikeways
Chapter 4: 4-1.0 Introduction On-Road Bikeways This chapter provides guidelines to help select and design safe on-road bikeways. On-road bikeways include bicycle lanes, shared lanes, shoulders, and wide
More informationCollettsville Road Race
Merckx Time Tril April 7th 2017 4690 Collettsville School Dr. Collettsville, NC 28611 Get redy to strt your omnium weekend off with n evening TT. This course is the strt nd finish stretch of the Rod Rce
More informationFOR OWNERS OF HORSE BUSINESSES
W 371-B MANAGEMENT AND COST CONSIDERATIONS FOR OWNERS OF HORSE BUSINESSES Andrew P. Griffith, Assistnt Professor nd UT Extension Specilist Deprtment of Agriculturl nd Resource Economics BACKYARD VEGETABLES
More informationNORTH POLE MIDDLE SCHOOL
RTH PLE MILE SCHL Firbnks Are Sfe Routes to School Februry 2012 Wlk Zone Inventory Report & Engineering Recommendtions orth Pole Middle School orth Pole Middle School (PMS) is locted within the City of
More informationRight Triangle Trigonometry
Right Tringle Trigonometry To the ncient Greeks, trigonometry ws the study of right tringles. Trigonometric functions (sine, cosine, tngent, cotngent, secnt, nd cosecnt) cn be defined s right tringle rtios
More information400 Series Flat Panel Monitor Arm Rotate Mount Double Pivot P/L
User's Guide 400 Series Flt Pnel Monitor Arm Rotte Mount Doule Pivot P/L < 23ls. (10.44 kg) For the ltest User Instlltion Guide plese visit: www.ergotron.om 1 of 10 Hzrd Symols Review These symols lert
More information3-13 UFC - GENERAL PROVISIONS AND GEOMETRIC DESIGN FOR ROADS, STREETS, WALKS, AND OPEN
maintenance, and erosion. Stability is required to maintain the integrity of the pavement structure, and a slope stability analysis should be conducted for cuts and fills greater than 15 feet. For lower
More informationOff-road Trails. Guidance
Off-road Trails Off-road trails are shared use paths located on an independent alignment that provide two-way travel for people walking, bicycling, and other non-motorized users. Trails specifically along
More informationTABLE OF CONTENTS LIST OF FIGURES. Figure Title
TABLE OF CONTENTS Table of Contents... 1 List of Figures... 1 Chapter Forty-two... 2 42-1.0 STOPPING SIGHT DISTANCE... 2 42-1.01 Theoretical Discussion...2 42-1.02 Passenger Car Stopping Sight Distance...
More informationTENW Transportation Engineering NorthWest
DRAFT FOR CLIENT REVIEW ONLY TENW Transportation Engineering NorthWest MEMORANDUM DATE: August 22, 2017 TO: FROM: SUBJECT: Patrick Yamashita City of Mercer Island Chris Forster, P.E. TENW Trip Generation
More informationDIE DESIGN AND CONSTRUCTION SPECIFICATIONS STAMPING - EUROPE MINIMUM CORE HOLE SIZE TO PULL PUNCHES WITH WINDOWS
MINIMUM CORE HOLE SIZE TO PULL PUNCHES WITH WINDOWS THE MINIMUM DIMENSIONS FOR THE HOLE IN THE PD REQUIRED TO INSERT THE PUNCH-PULLER ND THE BLL-LIFTER RE GIVEN IN THE TBLE BELOW. C CORE HOLE ØB MIN. SECTION
More informationSmall Game Hunter Lead Shot Communication Study. Executive Summary. A cooperative study conducted by:
8 Smll Gme Hunter Led Shot Communiction Study Executive Summry A coopertive study conducted y: Minnesot Coopertive Fish nd Wildlife Reserch Unit Minnesot Deprtment of Nturl Resources 9 Smll Gme Hunter
More informationGeneral Design Factors
Chapter 3: 3-1.0 Introduction General Design Factors Mn/DOT s goals include encouraging and accommodating safe bicycling. From a design perspective, these goals are achieved by first having an understanding
More informationFerskvannsavlusing small-scale tests: Short-term exposure tests to elucidate handling effects.
Ferskvnnsvlusing smll-scle tests: Short-term exposure tests to elucidte hndling effects. The use of freshwter to control infesttions of the se louse Lepeophtheirus slmonis K on Atlntic slmon Slmo slr L.
More informationOn Road Bikeways Part 1: Bicycle Lane Design
On Road Bikeways Part 1: Bicycle Lane Design Presentation by: Nick Jackson Bill Schultheiss, P.E. September 04, 2012 FOLLOW THE CONVERSATION ON TWITTER Toole Design Group is live tweeting this webinar
More informationValve Proving System for automatic Shutoff Valves
7 66 VVGYR Vlve Proving System for utomtic Shutoff Vlves 11... The 11 vlve proving system is designed for use with shutoff vlves in connection with gs burners nd gs pplinces. In the event of indmissible
More informationUNIVERSITY PARK ELEMENTARY SCHOOL
UNIVSITY PAK LMNTAY SCHL Firbnks Are Sfe outes to School Februry 2012 Wlk Zone Inventory eport & ngineering ecommendtions University Prk lementry School University Prk lementry School is locted off Loftus
More information