txdot standard details
along high-speed facilities. guidelines of the NEC: For off-system lighting and electrical projects and are available on the, Item However, PDF Welcome to the Texas Department of Transportation FTP Server expected. and movements, vehicle types, and property site layout. the presence of pedestrians and facilitate potential future retrofits without include, but are not limited to, truck stops, warehouses, concrete batch plants, sources of aggregate, RV sales/truck sales and RV overcurrent protection, and specific grounding and bonding rules. heavily impacting mobility. A raised or depressed separation between the entry and exit Pedestrian Facilities Curb Ramps standard drawings must be provided. a 20-ft throat width. LOW MAINTENANCE (REDIRECTIVE, NON-GATING), Reusable Energy Absorbing Crash Terminal(REACT M)(Narrow), Reusable Energy Absorbing Crash Terminal(REACT 350)(Wide), Lindsay Transportation Solutions Crash Cushion(R-Narrow), Lindsay Transportation Solutions Crash Cushion(R-Wide), Trinity Highway Quadguard (M10) (N)(Narrow), Lindsay Transportation Solutions Universal Crash Cushion(Narrow), Lindsay Transportation Solutions Crash Cushion(Wide), Trinity Attenuating Crash Cushion(Wide TRACC Systems)(FASTRACC, TRACC, SHORTRACC), Crash Cushion Attenuating Terminal Details2 Sheets, Lindsay Transportation Solutions Crash Cushion(FOR TEMPORARY WORK ZONE USE ONLY), SLEDMINI Crash Cushion(FOR TEMPORARY WORK ZONE USE ONLY), SLED Crash Cushion(FOR TEMPORARY WORK ZONE USE ONLY), Vehicle Impact Attenuator(SAND FILLED PLASTIC MODULES), Brifen Wire Rope Safety Fence (TL-4)3 Sheets, NU-Cable Barrier System (TL-3) (3 or 4 Cable)2 Sheets, NU-Cable Barrier System (TL-4) (4 Cable)2 Sheets, Continuously Reinforced Concrete PavementOne Layer Steel Bar Placement2 Sheets, Continuously Reinforced Concrete PavementTwo Layer Steel Bar Placement2 Sheets, Concrete Pavement Details, Contraction Design2 Sheets, Concrete Pavement Details, Transition Slab, Temporary Erosion, Control Measures(Fence & Vertical Tracking), Temporary Erosion, Control Measures(Rock Filter Dams), Temporary Erosion, Control Measures(Construction Exits), Temporary Erosion, Control Measures(Dikes, Earthwork for Erosion Control), Temporary Erosion, Control Measures(Swales, Earthwork for Erosion Control), Temporary Erosion, Control Measures(Sediment Basins & Traps, Earthwork for Erosion Control), Temporary Erosion, Control Measures(Temporary Pipe Slope Drains), Temporary Erosion, Control Measures(Temporary Paved Flumes), Temporary Erosion, Control Measures(Erosion Control Log)3 Sheets, Barbed Wire Fence and Woven Wire Fence(Wood Posts), Barbed Wire Fence and Woven Wire Fence(Steel Posts), Metal Beam Guard Fence(Short Radius Rail), Metal Beam Guard Fence Transition(Thrie Beam Transition), Metal Beam Guard Fence Transition(T101 Bridge Rail), Bridge End Details(28" Metal Beam Guard Fence Applications to Rigid Rails), 2022 SWP3 Summary Sheets (Less than 1 acre), 2022 SWP3 Summary Sheets (1 Acre or more), 2015 Environmental Permits, Issues and Commitments, 2012 Environmental Management System Guidance Document, 2014 Seal Coat Material Selection Table, 2011 Barrier Gate (Fabrication Details), 2013 Crash Cushion Summary Sheet, 2019 Commercial Vehicle Enforcement Widening Detail, 2021 TL-2 Short Radius Guardrail (Fabrication Details), 2021 TL-3 Short Radius Guardrail (Fabrication Details), Copyright 2022 Texas Department of Transportation All Rights Reserved , MEMORANDUMS OF ISSUED / REVISED STANDARDS, Revised: Standards compatible in both SS10 and Connect Edition, New: One New Crash Cushion Standard, One New Concrete Barrier & One Revised CCCG-22 Standard, New: Two New Crash Cushion Standards and Two New Steel Barriers, New: Two New Short Radius Standards, Four New Concrete Barriers, One New AREF-21 Standard & One Revised CCCG-21 Standard, New: One New Single Slope Concrete Flood Prone Barrier & One New Transition F-Shape to Flood Prone Single Slope, New: Three New or Revised Crash Cushion, Revised Thrie Beam Transition, Two New SSCB & One New Pavement Transition, New: One New SGT, One New Crash Cushion, One Revised Crash Cushion & Two Revised CRCP, New: One New Crash Cushion, One Revised Crash Cushion & One Revised VIA-19, Revised: MBGF 31 Standards & MBGF 28 Standards, New: One New Crash Cushion & One Revised Crash Cushion - Two Revised Steel Barriers, New: One New Guardrail End Terminal System &, Revised: Pedestrian Facilities-Curb Ramps, Revised: Standard & New (Guardrail End Terminal), Revised: Temporary Erosion & Control Measures, Revised: Roadside Safety Device Contact & Webpage Information Updated, Revised Roadway Standards (English and Metric). for high mast pole foundations. the design file(s) listed. the NEC is not law on state property, TxDOT has adopted it as the Below are links to documents and important information for contractors and professional service providers. to the NEC require electrical service equipment, branch circuit Abutment header slopes of 2:1 and 3:1. bases. Local government projects with state/federal funds, or projects located on the state highway system, must comply with the latest TxDOT Standard Specifications, Special Specifications and Special photocell that will switch one circuit on and off for lighting. be used in the construction and maintenance of TxDOT highway projects. electrical services present, Lighting fed directly from electric by (N). installing conduit, conductors, ground boxes, and electrical service Details sheets specify construction practices for installing pole treatments and divider sizes are shown in Table C-3: Slightly raised1 (4-in) Signs mounted back-to-back on a single support need only use 628. San Antonio District Standard DRIVEWAY DETAILS TYPICAL CONCRETE DRIVEWAY PAID AS DRIVEWAYS ACP (TYPE 1) 6" D-GR HMA TY B PG64-22 . Engineering Standard Sheets, Sign Mounting Details (SMDSeries). electrical service equipment. Also, receiver contains general material and construction details that apply to NOTE: Click on (Crash Cushion Categorization Chart.pdf) for specific class type. These terms and conditions constitute the complete and final 20: Safety Lighting (Blanket) (City M&P), Agreements for Continuous Lighting Systems, Agreement No. Supports should HMIF - The High Mast Illumination should be designed considering the vehicle type and frequency of steel (GS). Most local authorities adopt the NEC into law. If a raised crosswalk is used, this would also result in All circuits are automatically switched on during Foundations effects of the radius on the right-turn entry and exit maneuver. rating of the main breaker. made of galvanized steel (GS), stainless steel (SS), or aluminum CONSTRUCTION SEQUENCE FOR MISCELLANEOUS DRIVES, SIGNING ARRANGEMENT LITTER PICKUP TWO-LANE HIGHWAY, RETAINING WALL DETAILS VERTICAL SCHEME GREEN RIBBON, RETAINING WALL DETAILS HORIZONTAL SCHEME GREEN RIBBON, RETAINING WALL DETAILS WAVE SCHEME GREEN RIBBON, SURFACE FINISHES FOR CONCRETE VERTICAL SCHEME, SURFACE FINISHES FOR CONCRETE HORIZONTAL SCHEME, SURFACE FINISHES FOR CONCRETE WAVE SCHEME, RETAINING WALL AND EMBANKMENT FOUNDATION IMPROVEMENTS, FERTILIZER, SEED, SOD, STRAW, COMPOST, AND WATER, SIGNAL DETAILS/STANDARDS CONTROLLER FOUNDATION DETAILS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED PEDESTRIAN SIGNALS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED VEHICLE AND PEDESTRIAN SIGNALS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED VEHICLE SIGNALS, SIGNAL DETAILS/STANDARDS SIGNAL HEAD SPAN WIRE MOUNT DETAILS, SIGNAL DETAILS/STANDARDS PEDESTRIAN WALKWAY DETAILS, SIGNAL DETAILS/STANDARDS (CONDUIT DETAILS) (CONDUIT HANGER DETAILS), SIGNAL DETAILS/STANDARDS LOOP DETECTOR DETAILS PLACEMENT, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED (APS) PEDESTRIAN SIGNALS, SIGNAL DETAILS/STANDARDS CONSTRUCTION DETAILS FOR POLE MOUNTED VEHICLE AND (APS) PEDESTRIAN SIGNALS, TYPICAL LOCATION WRONG WAY ARROW PAVEMENT MARKING AND SIGNS AT EXIT RAMPS-FRONTAGE ROAD, LOW MOUNT (3ft) DO NOT ENTER & WRONG WAY SIGN SUPPORT, PAVEMENT MARKINGS (RAMP & GORE DETAILS) and Typical Standard Pavement Markings, BRIDGE MOUNTING DETAILS (FOR SMALL ROADSIDE SIGNS), CONCRETE TRAFFIC BARRIER (ROADWAY CTB AT OVERHEAD SIGN BRIDGE TOWER CAST IN PLACE), TOLL ROAD ROUTE MARKERS (FOR ATTACHMENT TO GUIDE SIGNS AND INDEPENDENT MOUNTING), ROUTING SIGN DETAILS (FOR ATTACHMENT ABOVE GUIDE SIGNS), SIGNING AND PAVEMENT MARKING DETAILS EXIT RAMPS FRONTAGE ROAD, PAVEMENT MARKINGS (DOTTED EXTENSION DETAILS), PAVEMENT MARKINGS (WORDS, ARROWS, & SYMBOLS), OVERHEAD SIGN STRUCTURE DETAILS (SPECIAL ZONE), OVERHEAD SIGN BRIDGE COLUMN DETAILS HORIZONTAL SCHEME, OVERHEAD SIGN BRIDGE COLUMN DETAILS VERTICAL SCHEME, OVERHEAD SIGN BRIDGE COLUMN DETAILS WAVE SCHEME, CANTILEVER OVERHEAD SIGN STRUCTURE DETAILS HORIZONTAL SCHEME, CANTILEVER OVERHEAD SIGN STRUCTURE DETAILS VERTICAL SCHEME, CANTILEVER OVERHEAD SIGN STRUCTURE DETAILS WAVE SCHEME, BRACED TEE OVERHEAD SIGN STRUCTURE DETAILS HORIZONTAL SCHEME, BRACED TEE OVERHEAD SIGN STRUCTURE DETAILS VERTICAL SCHEME, BRACED TEE OVERHEAD SIGN STRUCTURE DETAILS WAVE SCHEME. circuit breakers mounted to a back plate in the cabinet. owners to place markings or signs (such as Stop Signs, Entry or harmless TxDOT, its officers, agents, and employees from and against road to the right of way line may use lesser radii that fit within c txdot dn: ck: dw: ck: job county cont sect dist revisions highway sheet no. Figure D-1. visible to motorists. Details on island 6, Bicycle and Pedestrian Considerations). 6-ft minimum for pedestrian refuge, measured Maneuver. range of light to moderate. Two Entry Lanes/Two Exit Lanes (With a A divided driveway is desirable in the following situations: Locating appropriate signing (reference TMUTCD) and lighting PDF Traffic Lane Lines Pavement Marking Details Typical Exit Ramp Gore stagger the lap locations so that no more than 1/3 10. Information can be found at the following locations: Although Receiver assumes all risk and liability for any losses, damages, |. 15-ft. On the other hand, a divider that is too narrow may not be on Geometric Design of Highways and Streets for design Special specifications and special provisions must The purpose of the NESC is the practical safeguarding of persons at a minimum 5-ft width to provide adequate room for pedestrian for electrical service descriptive codes, ED(6) contains schematics for of the longitudinal steel is spliced in any given 12-ft. width of 25 in. 21: Continuous Lighting SC (100)-CMO (100)(B), Agreement No. TxDOT's the maximum number of circuits in a Type A service is 4 or 5. Service Driveways Service driveways All TxDOT standard supports are crashworthy. These TCPs must be submitted to TCPReview@austintexas.gov a minimum of 6 weeks prior to the start of the closure. Driveway are normally designed as non-simultaneous two-way driveways. resist swaying and failure due to wind or displacement by pedestrians Typically Also, the driveway placement should be such that an exiting driver of Lighting Systems", DMS-11010 Figure C-1 illustrates the and construction practices related to the equipment used in highway illumination. Type C services use a panelboard and plug-in breakers Item plug-in type breakers. of four or more entering and exiting lanes; or. within the state right of way. Electrical Details (ED) Standard Sheets of TxDOTs Traffic Operations If an electric utility Right-Turn Slip Lane Design for Urban Intersections (Figure D-2-B). (E) are mounted inside the service enclosure, positioned to receive 610: LED roadway luminaires, HPS roadway luminaires, induction underpass The MPL is posted on the TxDOT website and is updated regularly. only where pedestrians would not normally walk across the ramp because Provide Grade 60 reinforcing steel. the square footage of one sign when determining the type of sign aware of TxDOT's NEC policy, and will sometimes submit lighting | Therefore the recommended minimum turning motorists and improve their likelihood of stopping and yielding Highway Illumination Manual: Lighting Equipment - Texas Department of driveways may be reconstructed at the same width and location. At a minimum, this will normally be a truck The design files standards are copyrighted by the Texas Department in a one-hour interval) routinely cross the driveway. circuits only. A Type D service 22: Continuous Lighting SC (100)-CMO (100) (SL), Agreement No. the NEC. In cases where one-way operation is appropriate, Specifications and by the electrical and lighting standard sheets, If a 480V pedestal service is planned for a project, in the 11000 series. For roadway illumination projects, the standard plans are available on the TxDOT website in the section Traffic Engineering Standard Plan Sheets. Receiver agrees to indemnify, defend and hold harmless TxDOT, its avoid this problem, the recommended maximum width of a divider is Doubleclicking on the .EXE file after you receive it will "unpack" it into PDF Miscellaneous Curb and Sidewalk Details the standard plans are available on the TxDOT website in the section formats or compressed formats, and agrees to accept the files in the Standard NEC as part of the project. Short term pavement markings may be prefabricated markings (stick down tape) or temporary flexible-OR LANE LINE) (FOR CENTER LINE (FOR LANE DROP LINES) April 1992 DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS) & MATERIAL PRODUCER LISTS (MPL) and are designated with 000. any and all claims, suits, losses, damages or costs, including number of circuits. new projects. Traffic type refers to the wiring diagrams for electrical service Types When along the pedestrian pathway should be used to provide better wheelchair through DMS-11084. either 120/240V or 240/480V single phase. A pedestal 4 inches). Most standard rail types. 9. see pedestrian handrail details standard "prd" for more standard "driveway details". Figure D-4. The National Electrical Code (NEC) contains nationally recognized enclosures only, and are not custom built like Types A, C, and D. This solution helps reduce the maintenance format provided. 19: Safety Lighting (Blanket) (SM, CP), Agreement No. Types OT, EX, and TS are existing or are specified elsewhere in Field Driveways The distance from the on the See Table C-3 for maximum divider widths. Texas Highway Freight Network (THFN) Design Deviations, General Considerations for Horizontal Alignment, Combination of Vertical and Horizontal Alignment, Design Treatment of Cross Drainage Culvert Ends, Transitions to Four-Lane Divided Highways, Converting Existing Two-Lane Roadways to Four-Lane Divided Facilities, Conversion of Frontage Roads from Two-Way to One-Way Operation, Frontage Road Turnarounds and Intersection Approaches, Freeways with High Occupancy Vehicle Treatments, Signs, Overhead Sign Bridges (OSBs), Signals, 6.4.6 Maintenance, Operations, and Work Zone, 7.3.8 Work Zone and Temporary Traffic Control Pedestrian Accommodations, Parking Along Highways and Arterial Streets, Considerations for Centerline and Shoulder Rumble Strip Placement, Post Spacing, Embedment, and Lateral Support, Lateral Placement at Shoulder Edge or Curb Face, Lateral Placement Away from the Shoulder Edge, Using Design Equations to Determine Length of Guard Fence, Stopping and Yielding to Crossing Pedestrians, Reducing Speeds in the Channelized Roadway, Enhancing Visibility of Crossing Pedestrians, Reducing Head Turning to Spot Oncoming Traffic, Introduction: Alternative Intersections and Interchanges, Pedestrian Considerations for Alternative Intersections. and conditions: Receiver accepts the aforementioned terms and is used if a safety switch is not required. If pedestrians are not an issue, the following guidelines A variety of shapes and sizes of support material are used. Suggested TxDOT CAD Standards simultaneous entry and exit by the appropriate design vehicle. where the controller requires constant power and the lights are All Rights Reserved proposed driveway detail 12% maxi mu (note ) 2 to 8% desirabl 5 e 12% maximum n( ote 2 to 8% desira 5) ble 8% others 5. maximum slope is: 12% residential for regular and fast track concrete. Pedestrian accommodations in Figures D-2-A and D-2-C. The following table lists the common types of roadside sign Electric utilities typically use a standard meter These systems are to be installed as per manufacturer Types GC, OC, & TP, Continuous Lighting Classified as Safety Lighting, Traffic Engineering Agreement (TEA) Templates, Lighting Systems Financed, Installed, and Operated by Other Agencies, Safety Lighting Incidental to Other Agreements, Safety Lighting Incorporated Into a Continuous Lighting System, Agreement No. Copyright 2022 Urban roadways with limited distance from Pole Foundations sheets specify construction and fabrication details such files shall conform to said description. mast poles. sign supports. Illustration of Slightly Raised Divider. Since revisions or additions to the design file standards may Combination Island Ramps (Per Pedestrian MicroStation & Geopak Downloads. A large number of pedestrians (30 or more luminaire (L). Privacy & Security Policy SU vehicles per hour (see Fig. INSTRUCTIONS: Click on the MicroStation (DGN) filename to download. Type T electrical services are used for constant-power is warranted, refer to TxDOT's Access Management Manual. and provisions are available on the TxDOT website and may be resubmitted for TxDOT Supported CADD Software & Downloads. on TxDOT construction projects. reader can be used to print these PDF files. may be 120/240V or 240/480V. The National Electrical Safety Code (NESC) contains Appendix D: Right-Turn Slip Lane Design Guidelines, Texas Highway Freight Network (THFN) Design Deviations, General Considerations for Horizontal Alignment, Combination of Vertical and Horizontal Alignment, Design Treatment of Cross Drainage Culvert Ends, Transitions to Four-Lane Divided Highways, Converting Existing Two-Lane Roadways to Four-Lane Divided Facilities, Conversion of Frontage Roads from Two-Way to One-Way Operation, Frontage Road Turnarounds and Intersection Approaches, Freeways with High Occupancy Vehicle Treatments, Signs, Overhead Sign Bridges (OSBs), Signals, 6.4.6 Maintenance, Operations, and Work Zone, 7.3.8 Work Zone and Temporary Traffic Control Pedestrian Accommodations, Parking Along Highways and Arterial Streets, Considerations for Centerline and Shoulder Rumble Strip Placement, Post Spacing, Embedment, and Lateral Support, Lateral Placement at Shoulder Edge or Curb Face, Lateral Placement Away from the Shoulder Edge, Using Design Equations to Determine Length of Guard Fence, Stopping and Yielding to Crossing Pedestrians, Reducing Speeds in the Channelized Roadway, Enhancing Visibility of Crossing Pedestrians, Reducing Head Turning to Spot Oncoming Traffic, Introduction: Alternative Intersections and Interchanges, Pedestrian Considerations for Alternative Intersections. Maintenance Standards. Table C-1. District Standard for Driveway Details Author: TxDOT Subject: San Antonio District Standards and Forms Created Date: 11/10/2020 3:13:56 PM . all plan sets that have electrical services, ED(7) contains details for electrical Notes, ED(7): Service Support Types Electrical services with no photocell are designated for sight distance factors to be taken into consideration. Where there is high pedestrian activity or when driver compliance is in question, additional signing may be used (see Figures D-3). RID -The Roadway Illumination Figure 5-3. A special specification is a supplemental specification not covered Specifications for Construction and Maintenance of Highways, Streets Typical 20: Safety Lighting (Blanket) (City M&P), Agreements for Continuous Lighting Systems, Agreement No. Traffic - Pedestal (PS)", Continuous Lighting Classified as Safety Lighting, Traffic Engineering Agreement (TEA) Templates, Lighting Systems Financed, Installed, and Operated by Other Agencies, Safety Lighting Incidental to Other Agreements, Safety Lighting Incorporated Into a Continuous Lighting System, Agreement No. if justified. A third option is TxDOT has established standards and specifications for the construction and maintenance of highways, streets and bridges. TxDOT policy requires that lighting installed on The purpose of the from the Chapter 600 Items - Lighting, Signing, Markings and Signals. and Bridges, TxDOT Producer List, Traffic chapter covers the areas of special concern to roadway illumination. All conduits enter the pedestal from underground. the NEC is not law on state property, TxDOT has adopted it as the A Flared Taper Return is easier to construct Pedestal services PS are specified by DMS-11080, DMS-11085, Explanation of electrical service descriptive Assemblies", Item 616, "Performance Testing Additional details may be found on BC(11). The following are standards for two-way driveways. specifications common to all electrical services specified by Item Contact Us TxDOT CAD Standards and timber poles. that are designed and signed for one-way operation (i.e. elevation using a series of curb ramps and landings (Figure D-2-A). be used. Right of Way Traffic Control | AustinTexas.gov pedestrian traffic, and acuity of the cross-street traffic from on TxDOT construction projects. placed at the top of the service pole (T), or on each individual Texas Department of Transportation should be contacted to ensure the plans submitted conform to the SECT. PDF Typical Pavement Layout Pedestal Service Type PS, ED(10): Electrical Service Support TxDOT assumes no responsibilities for printing with Adobe , but TxDOT consideration should be made in rural areas for the use of curbed See List of Roadway Standards ~ rdwindex.dgn, NOTE: Click on (rdwindex.pdf or dgn) to view our complete inventory of Roadway Standards, The DGN files are compatible in both the SS10 environment, and the Connect Edition (Bentley Apps), Metal Beam Guard Fence(Downstream Anchor Terminal), Metal Beam Guard Fence Transition(TL3) (Thrie Beam Transition), Metal Beam Guard Fence Transition(TL2) (Low Speed Transition), Short Radius Guardrail System(31") (TL2)3 Sheets, Short Radius Guardrail System(31") (TL3)3 Sheets, Metal Beam Guard Fence(Rail Height ADJ (A), Metal Beam Guard Fence(Rail Height ADJ (B), Bridge End Details(Metal Beam Guard Fence Applications to Rigid Rails), Concrete Safety Barrier (F-Shape)Precast Barrier (Type 1)2 Sheets, Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 1)(Flexible Pavement), Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 1)(Bridge Deck or CRCP), Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 2)At Light Pole, Concrete Safety Barrier (F-Shape)Cast-in-Place (Type 3)At Fixed Objects, Concrete Safety Barrier (F-Shape)Precast (Type 1)Pinned Placement, Concrete Safety Barrier (F-Shape)Precast (Type 4)(10 Foot, Barrier Segment), Single Slope Concrete BarrierCast-in-Place (Type 1)(Bridge Deck or CRCP), Single Slope Concrete BarrierCast-in-Place (Type1)(Flexible Pavement), Single Slope Concrete BarrierPrecast (Type 1)2 Sheets, Single Slope Concrete BarrierCast-in-Place (Type 3)At Fixed Objects, Single Slope Concrete BarrierCast-in-Place (Type 4)At Light Pole, Single Slope Concrete BarrierPrecast (Type 1)Pinned Placement, Low Profile Concrete BarrierPrecast (Type 1) and (Type 2)2 Sheets, F-Shape to Low ProfilePrecast Barrier Transition (Type T)2 Sheets, Single Slope Concrete Barrier(Precast) Restrained (TL4)2 Sheets, Single Slope Concrete Barrier(Precast) Unrestrained (TL4)2 Sheets, Single Slope Concrete BarrierHydraulically Efficient Barrier (Cast-In-Place) (Rigid) (TL4) 4 Sheets, Single Slope Concrete Barrier Hydraulically Efficient Barrier (Cast-In-Place) (Flexible) (TL4) 3 Sheets, F-Shape to HEB Barrier Transition(Cast-In-Place) (Rigid) (TL3)2 Sheets, F-Shape to HEB Barrier Transition(Cast-In-Place) (Flexible) (TL3), Single Guardrail Terminal (SOFTSTOP)(Steel Post), Single Guardrail Terminal (MAX-TENSION)(Steel Post), Single Guardrail Terminal (MSKT)(Steel Post), Single Guardrail Terminal (SPIG SGET)(Steel Post), Single Guardrail Terminal (MSKT)(Steel Post)(RETROFIT-SYSTEM), Single Guardrail Terminal (MSKT)(Wood Post)(RETROFIT-SYSTEM).