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Pm(1)-20 Only DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any DATE: kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion FILE: of this standard to other formats or for incorrect results or damages resulting from its use. Line Extension 8" White Dotted Optional Edge Line White 4" Solid Edge Line White 4" Solid Edge Line 4" SolidYellow Edge Line Yellow 4" Solid Edge Line 4" SolidWhite Shoulder Edge Line 4" SolidYellow may vary(typ.) Shoulder width may vary(typ) Shoulder width Centerline 4" Yellow Pavement Edge See note3 White Line 8" Solid FOUR LANETWO-WAYROADWAY WITH ORWITHOUTSHOULDERS 30' CENTERLINE ANDLANELINES WITH ORWITHOUTSHOULDERS EDGE LINEANDLANELINES Edge ofPavement Taper Lane Line 4" White 10' Lane Line 4" White ONE-WAY ROADWAY Edge Line 4" SolidWhite FOUR LANEDIVIDED ROADWAY CROSSOVERS Edge Line 4" SolidWhite Yellow Line 4" Solid Edge Line 4" SolidWhite TWO LANETWO-WAYROADWAY WITH ORWITHOUTSHOULDERS Edge ofPavement Edge ofPavement Deceleration Y L N O Median Storage Width 30' Note 1 See Yellow Line 4" Solid 30' 30' 48' only) greater than traveled way (12" max.for 3" min.-4"usual 10' 10' 10' 6" min. exists no shoulder 6" min.when line stop/yield line to from edge 48" min. 6" min. 12" max. 10" min.- Note 2 See 4" WhiteLaneLine Edge Line 4" SolidWhite 4" max. 3" min.- White LaneLine Triangles Yield Yellow Line 4" Solid Yellow Line 4" Solid ROADWAY ROADWAY ROADWAY ROADWAY PUBLIC PUBLIC PUBLIC PUBLIC 12" max. 10" min.- Note 1 See Median Width TYPICAL TWO-LANE,TWO-WAYPAVEMENT TYPICAL MULTI-LANE,TWO-WAYPAVEMENT MARKINGS THROUGHINTERSECTIONS MARKINGS THROUGHINTERSECTIONS 3 to12" less than40MPH. being markedequaltoor For postedspeedonroad directedby theEngineer. storagelengths shallbeasshown ontheplansoras 3. Lengthofturnbays, including taper,deceleration,and yieldsigns. withstopsigns.Yield trainglesshallonlybeusedwith centerlinecanbeplaced. Stopbarsshallonlybeused stopbars/yieldtriangles) whena50'orgreatermedian 2. Installmedianstriping (doubleyellowcenterlinesand areoptionalasdeterminedbytheEngineer. Yieldsignsarethetypicalintersectioncontrol. Stopsigns bethecontrollingwidthtodetermineifsigns arerequired. measurementforeachapproach.Thenarrowmedian widthwill Eachmedianopeninghastwowidthmeasurements, withone openingsshallbesignedastwoseparateintersections. atthemedianopeningitselfof30feetormore, median 1. Wheredividedhighwaysareseparatedbymedian widths NOTES Edge Line White 4" Solid 18" Edge Line White 4" Solid Lane Line 4" White Edge Line White 4" Solid 12" YIELD LINES ALLEY, PRIVATEROAD ALLEY, PRIVATEROAD OR DRIVEWAY Edge Line White 4" Solid OR DRIVEWAY 3 to12" 36" Yellow Line 4" Solid greater than45MPH. being markedequaltoor For postedspeedonroad Yellow Line 4" Solid 24" GENERAL NOTES insideofedgelineatwolaneroadway. shallbemeasuredfromtheinsideofedgelineto lanes,sidewalks,bermsandshoulders.Thetraveledways usedforvehiculartravel.Itdoesnotincludetheparking 2. Thetraveledwayincludesonlythatportionoftheroadway guttersectionsofroadways. conditions.Edgelinesarenotrequiredincurband distancemayvaryduetopavementravelingorother lessthan6inchesfromtheedgeofpavement.This directedbytheEngineer.Theedgelineshouldnotbeplaced 1. Edgelinestripingshallbeasshownintheplansor (typ.) 6" min. BITUMINOUSADHESIVEFORPAVEMENTMARKERS PAVEMENTMARKERS(REFLECTORIZED) as specifiedbytheplans. required DepartmentalMaterialSpecifications All pavementmarkingmaterialsshallmeetthe Way Width20' for EdgelinesTraveled Minimum Requirements EPOXY ANDADHESIVES HOT APPLIEDTHERMOPLASTIC PERMANENT PREFABRICATEDPAVEMENTMARKINGS TRAFFIC PAINT GUIDE FORPLACEMENTOFSTOPLINES, 30' max. 4' min. Based onTraveledWayandPavementWidths EDGE LINE&CENTERLINE MATERIALSPECIFICATIONS 8-95 5-00 FILE: 8-00 22A C TxDOT for UndividedHighways 6-20 (500'min.) intersections 3-03 2-12 onapproachesto Yellowline 4"Solid OPTIONAL Gap:30' Length:10' 4"Yellow CENTERLINE 4"SolidWhite EDGE LINE 24"max. Width:12"min. SolidWhite STOP LINES pm1-20.dgn PAVEMENT MARKINGS November 1978 TYPICAL STANDARD REVISIONS PM(1)-20 DN: DIST CONT Width 16'W20' Edgelines Pavement for Centerlineswithout Minimum Requirements 30' max. 4' min. SECT DMS-4200 DMS-6100 DMS-8240 DMS-8220 DMS-8200 DMS-6130 CK: COUNTY JOB DW: Standard Division Safety Traffic HIGHWAY SHEET NO. CK: DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any DATE: kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion FILE: of this standard to other formats or for incorrect results or damages resulting from its use. 1"-4" 4" 4" OR LANELINE CENTER LINE 4" EDGELINE, DETAIL "A" 2 to3" 3‚" ƒ" 12"+ 1" Type II-A-A Type II-A-A + CENTERLINE FORALLTWOLANEROADWAYS FOR FOURLANETWO-WAYHIGHWAYS 80' Type II-A-A 10' OR CENTERLINE &LANELINES OR LANELINE LINE, CENTER LINE OPTIONAL 6"EDGE 6" 2 to3" 18"+ 1" DETAIL "B" Type I-C 40' 5•"+ •" NOTE USING REFLECTIVEPROFILEPAVEMENTMARKINGS with a posted speed limit of45MPH orless. Profile markingsshall notbeplaced onroadways 80' quarters toamaximumheight of7quarters. approximately equaltoastack of5 of baselineandprofilemarking is A quickfieldcheckforthe thickness REFLECTORIZED PROFILE See DetailA 1"-4" 4" 4" 1"-4" 4" PATTERN DETAIL Type II-A-A CENTER OREDGELINE 40' Type II-A-A 3-4" 4" 4" REFLECTIVE RAISEDPAVEMENTMARKERS FOR VEHICLEPOSITIONINGGUIDANCE 30' DETAIL "C" See DetailC See DetailB in height 300 to500mil 40' 1"-2" 1"-2" LANE LINESFORONE-WAYROADWAY(NON-FREEWAYFACILITIES) CENTERLINE ANDLANELINESFORTWO-WAYLEFTTURN Continuous two-wayleftturnlane BROKEN LANELINE 12"+ 1" toward normaltrafficandredfacewrong-waytraffic. Raised pavementmarkersTypeII-C-Rshallhaveclearface Type I-CorII-C-R Centerline Type I-CorII-C-R Type I-C 40' 40' GENERAL NOTES joints. shouldbeplacedtoonesideofthelongitudinal 2. Onconcretepavementstheraisedpavementmarkers thestripes. shallbeplacedinlinewithandmidwaybetween 1. Allraisedpavementmarkersplacedinbrokenlines Symmetrical aroundcenterline Type II-A-A 40' 80' 80' PAVEMENTMARKERS(REFLECTORIZED) BITUMINOUSADHESIVEFORPAVEMENTMARKERS 4-92 5-00 FILE: 8-00 POSITION GUIDANCEUSING 22B C TxDOT Surface Roadway as specifiedbytheplans. required DepartmentalMaterialSpecifications All pavementmarkingmaterialsshallmeetthe EPOXY ANDADHESIVES PERMANENT PREFABRICATEDPAVEMENTMARKINGS HOT APPLIEDTHERMOPLASTIC TRAFFIC PAINT RELECTORIZED PROFILE 25 min 35 max- RAISED PAVEMENTMARKERS 2-10 2-12 6-20 o o pm2-20.dgn April 1977 REVISIONS MATERIALSPECIFICATIONS A A RAISED MARKERS Type II(TopView) Type I(TopView) MARKINGS SECTION A PM(2)-20 DN: DIST CONT SECT Adhesive CK: COUNTY A A JOB Surface Reflectorized Surface Reflectorized DW: Standard DMS-4200 DMS-6100 DMS-8240 DMS-8220 DMS-8200 DMS-6130 Division Safety Traffic HIGHWAY SHEET NO. CK: DISCLAIMER: The use of this standard is governed by the "Texas Engineering Practice Act". No warranty of any DATE: kind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversion FILE: of this standard to other formats or for incorrect results or damages resulting from its use. TWO-WAY STREET Edge Pavement MINOR TYPICAL TWLTL ATTWO-WAY CROSS STREET ANDRIGHT TURN LANEDROP SEE DETAILB TYPICAL TWLTLATONE-WAYSTREETANDRIGHTTURNAUXILIARYLANE MINOR CROSS STREET Paved Shoulder (ONE-WAY, NON-SIGNALIZED) MINOR CROSS STREET (Optional) W9-1R (TWO-WAY, NON-SIGNALIZED) 300'-500' Varies (Seegeneralnote2) Varies (Seegeneralnote2) 4" YellowBroken *** SEE DETAILB D/4 Extension Line 4" DottedWhite SEE DETAILA ONLY ONLY LANE REDUCTION Typically equalto•the length ofstoragelane W9-2TL 9' 3' D/2 D 9' 4" SolidYellow ONLY ONLY spaced at20' Type II-A-A 3' 3' D/4 Arrow Lane-Reduction 9' 9' 1 Mile(AuxiliaryLane) 1 Mile(LaneDrop) Varies 48' 4" WhiteLaneLine Broken 4" Yellow 48' 4" WhiteLaneLine *** Dotted 8"WhiteLaneLine Dotted 8"WhiteLaneLine L Type I-C (Typ) 8" SolidWhite Type I-C 4" SolidYellowLine spaced at20' Type II-C-R Type I-Cor Lane Line 4" White Posted 40 MPH 45 MPH 75 MPH 55 MPH 70 MPH 60 MPH 65 MPH 30 MPH 50 MPH 35 MPH Speed Broken 4" Yellow D (ft) 1,350 1,250 1,200 1,100 885 775 565 990 670 460 (typ.) 24" White MAJOR CROSS STREET L (ft) L=WS L=WS 60 2 NOTES shallconformtotheTxDOTFreewaySigningHandbook. 4. ForlanereductionsonFreewaysandExpressways,signing lastlanereductionarrows. lanereductionarrowshouldbecenteredbetweenthefirstand basedonengineeringjudgement.Ifused,theoptionalthird greater.Anoptionalthirdlanereductionarrowmaybeadded 3. Lanereductionarrowsarerequiredforspeedsof45mphor signontherightsideofhighway. signmaybeinstalledinthemedianalignedwithW9-1R 2. Ondividedhighways,anadditionalW9-1R"RIGHTLANEENDS" seeTS2(PL)standardsheets. otherwisebeathroughlane.ForTexasSuper2PassingLanes, orbecauseofasectionon-streetparkinginwhatwould throughlanesisreducedbecauseofnarrowingtheroadway 1. Lanereductionpavementmarkingsareusedwherethenumberof Yellow Line 4" Solid Type II-A-AMarkers notrequiredunlessstatedelsewhereintheplans. markingaftereachintersectionordedicatedturnbayis atwo-wayleft-turnlanewithincorridor.Repeatingthe shouldbeusedatorjustdownstreamfromthebeginningof Atwo-wayleft-turn(TWLT)lane-usearrowpavementmarking TYPICAL TRANSITIONFORTWLTL DETAIL A Markers Type II-A-A TYPICAL TWO-LANEHIGHWAYINTERSECTION WITHLEFTTURNBAYS Type II-A-AMarkers 20' AND DIVIDEDHIGHWAY SEE DETAILA 20' 3-4" 3-4" Line. 8" WhiteExtension Optional Dotted Yellow Line 4" Solid 20' Typ. 32' 30-45° 20' (typ.) White Line 8" Solid DETAIL B 8'-16' 32' White Line 8" Solid ONLY 1" Type I-C 20' (Typ) orasdirectedbytheEngineer.
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