Loading...
Trafic control planBUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT 9,900 TO 22,000 lbs. > 22,000 lbs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED LEGEND SIGN SPACING = X (1) TAPER RURAL HIGHWAYS = L (feet) 60 /65 MPH 800'± RURAL ROADS WIDTH (feet) 45 /55 MPH 5D0'± RURAL ROADS & URBAN ARTERIALS 35 /40 MPH 350'± RURAL ROADS & URBAN RESIDENTAL & BUSINESS ARTERIALS DISTRICTS 25 / 30 MPH 200'± (2) URBAN STREETS 11 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED RAMPS, AT -GRADE INTERSECTIONS (2) THIS SPACING MAY BE REDUCED ROADWAY CONDITIONS. TO ACCOMMODATE INTERCHANGE AND DRIVEWAYS. IN URBAN AREAS TO FIT 48' ROAD WORK AHEAD 4e• W20-1 K MINIMUM TAPER LENGTH = L (feet) LANE Posted Speed (mph) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 780 - 48' ROAD WORK AHEAD 4e• W20-1 K TEMPORARY SIGN LOCATION AHEAD 13 CHANNELIZING DEVICES t>>D SEQUENTIAL ARROW SIGN W20 -51L TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN E TEMPORARY SIGN LOCATION (5 -MOUNTING HEIGHT) LANE SHIFT -THREE LANE ROADWAY NOT TO SCALE CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/60 40 80 35/45 30 60 25/30 20 1 40 PCMS #1 1 2 LEFT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. PCMS #2 1 2 LANE 1 MILE SHIFTS AHEAD LEFT 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. )R WORK HOUR RESTRICTIONS. 2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3. RECOMMENDED EXTENDING DEVICE TAPER (U3) ACROSS SHOULDER. 4. ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. TIME 2:34:58 PMs lE FED.AID PROJ.NO. � xnx Rv xo DATE 1/212018 � PLOTTED BY IlddeM x WAS �I/ TC12 DESIGNED BY +oe xU. R ENTERED BY Washington State ..EET CHECKED BY cox.Rnm x Eounox xo. Department of Transportation of PROJ. ENGR. rz DATE TRAFFIC CONTROL PLAN xx REGIONAL ADM. REVISION DATE BY