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EXHIBIT 3: 2009 MUTCD, SECTION 26.13 <br />Page 5S <br />2009 Edition <br />Guidance: <br />09 A Redured Speed Lamu.i?c:,S it:% of IV3-5ar sign +sec Section 2C'.3Sr should be used to i joint road <br />users of r reduced speed zonc i.:?err t;;c speed firms is being reduced by more than 10 mph. or it here engineering <br />)udgmtent indtcaes the need for advotce notice to connphit ith the posted speed limit ahead. <br />is States and local agencies should conduct engineering studies to reevaluate non -statutory speed limits on <br />segments of thea roedtrri's that hme undergone significant changes since the lost irwcis; .such as the addition <br />or elimination ofparkbtg a' dnvniays. chorges in the number of not el tans. changes an the corfignration of <br />bic_.ele imus. changes in nnrfic coraco! signal coo'dination. or significant changes in Traffic volumes. <br />n No more than three speed limirs should be displaced of any one Speed Lunit sign o' assembh. <br />12 When r speed limn uIthin a speed :ore is posted, it should be within 5 mph of the SS"-pereentile speed of <br />fire-fioiving traffic. <br />in Speed studies for signaized intersection appioadus should be takeri onside the influence area of the traffic <br />conrot signal. nhnrh is generally ro sideted to be appy o.vimrrch 1'2 male. to avoid obrainuig skei, ed results for <br />the 85" perrenule speed. <br />Support: <br />s. Advance panning signs and other traffic control devices to attract the motorists attenuan to a signalized <br />intersection are usually more effective than a reduced speed limit zone. <br />Guidance.- <br />15 <br />uidance:u An rds ison speed pirrue ,sce Section 2C.03t moumted below a ivaming sign should be used to it cru road <br />uses of o; rrivrsot;r speer.'far C, roadum condnio:. A Speed Lind? sign should not be used for this situation. <br />Option: <br />is Other factors that may be considered when establishing in reevaluating speed limits are the following: <br />A Road characteristics. shoulder condition. ¢rade. alr_enment. and sighs distance. <br />B. The pace. - <br />C. Roadside development and envhonnxnt: <br />D Parking practices and pedestrian activity. and <br />E. Reported Mill experience for at least a 12 -month period. <br />n Tuv tyyes of Speed Linut signs may be used: out to designate passeuger car speeds, including any nighttine <br />mforniation or nmmnwm speed hmut that aught apply. and the other to show any special speed hunts for tuicks <br />and other vehicles. <br />se A changeable message sign that changes the speed hunt for traffic and ambient conditions may be installed <br />prm•ided that the appropriate speed limit is displayed at the proper times. <br />io A changeable message sign that displays to approaclung drivers the speed at which they are traveling may be <br />installed in conjunction pith a Speed Limit sign. <br />Guidance: <br />x 1f a changeable rnessage sign displarbtg approach speeds is installed. the legend )OUR SPEED Y.Y.b1PH or' <br />such sunila- legend should be displayed. The color of the changeable message legend should be a ydtov lrgend <br />at a black bre.kpaund o'the tet else of these calors. <br />Support: <br />z: AdvisorN Speed signs and plaques are discussed in Sections 2C.OS and 'C I.4. Temporary Traffic Control <br />Zone Speed signs are discussed is Part b. The NORK ZONE (G20-5ali) plaque upended for installation above a <br />Speed Limit stem is discussed in Section tiF 12. School Speed Limit signs are discussedin Section 76.15. <br />Section 211.13 Truck Speed Limit Plaque tB2-21in <br />Standard: <br />o• Where a special speed limit applies to trucks or other vehicles. the legend TRUCKS S% or such shuilar <br />legend shall be displayed below the legend Speed Limit SS car the same sign or on a separate 112-21) plaque <br />(see Figure 2B -3i belmv the standard legend. <br />Section 211.19 -Night Speed Litnit Plaque iR2.311i <br />Standard: <br />Where different speed lini is are prescribed for day and night. both limits shall be posted. <br />b 211 Ir to :13 15 D.']C:9 <br />Page 5 of 5 <br />PUBLIC WORKS BOARD OF COUNTY COMMISSIONERS ENGINEER'S REPORT <br />