Bridge Design Manual Caltrans

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To browse Academia.edu and the wider internet faster and more securely, please take a few seconds to upgrade your browser. You can download the paper by clicking the button above. Related Papers Recycled Pavements Using Foamed Asphalt in Minnesota By amit kumar STANDARD SPECIFICATIONS By lerzan erdinc Toxicity of Myristica fragrans Seed Compounds Against Blattella germanica (Dictyoptera: Blattellidae By Tran Trung Hieu 2006 Std Specs By Pham Lam Subject: Standards for Specifying Construction of Airports By jose rodriguez READ PAPER Download pdf. Discover everything Scribd has to offer, including books and audiobooks from major publishers. Start Free Trial Cancel anytime. Report this Document Download Now save Save Caltrans Bridge Design Practice.pdf For Later 92 (13) 92 found this document useful (13 votes) 2K views 1,042 pages Caltrans Bridge Design Practice.pdf Uploaded by Jose Duarte Description: Full description save Save Caltrans Bridge Design Practice.pdf For Later 92 92 found this document useful, Mark this document as useful 8 8 found this document not useful, Mark this document as not useful Embed Share Print Download Now Jump to Page You are on page 1 of 1042 Search inside document Browse Books Site Directory Site Language: English Change Language English Change Language. General Screen Shots Product Feature Comparison close this panel Downloads Resources DOT Configuration Libraries Online Training Newsletter close this panel Support Support Forums close this panel About Us General Information Contact Us close this panel The additional spec check requirement in the table for “No tension” for “Precompresssed Tensile Zone Bridges, Assuming Uncracked Sections—components with bonded prestressing tendons or reinforcement, subjected to permanent loads only.” Is implemented in PGSuper. Users needing to perform rating analysis must input parameters manually in order to perform rating analyses. Feedback on recommended rating parameters is appreciated. http://www.feynburg-uhren.de/userfiles/brother-mfc-8120-manual.xml

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The LRFD reduction for live load distribution factors is still applied and must be adjusted manually. PGSuper Professional users can access the configuration as follows: The CalTrans Bridge Design Manual, standard plan sheets and other useful information are available via links from this page. And by having access to our ebooks online or by storing it on your computer, you have convenient answers with Bridge Design Manuals. To get started finding Bridge Design Manuals, you are right to find our website which has a comprehensive collection of manuals listed. Our library is the biggest of these that have literally hundreds of thousands of different products represented. I get my most wanted eBook Many thanks If there is a survey it only takes 5 minutes, try any survey which works for you. Caltrans strategies for state infrastructure improvements see accelerated construction as an integral technique. An overview, with a description of funding and projects is at. This program is funded through an innovative financing method (see ). Deep soil stabilization: Caltrans worked with the Swedish Geotechnical Institute to obtain translations of Swedish research that developed deep soil mixing techniques for subbase stabilization. Connecticut The example is: Church Street Bridge View chapter Purchase book Read full chapter URL: Tsunamis, Earthquakes, and Nuclear Power Mohiuddin Ali Khan Ph.D., P.E., C. Eng., M.I.C.E. (London), in Earthquake-Resistant Structures, 2013 6.5.1 Tsunami Risk Maps An Important Step: Using new USGS seismic risk maps based on 2008 data ( Caltrans 1971 ), the NRC in August 2010 published new estimates of risk at nuclear power reactors in eastern and central states. Besides the proximity, severity, and frequency of earthquakes, the new estimates take into account design standards used at each plant along with the type of rock or soil on which the plant is built. http://sewonfd.com/userData/board/brother-mfc-8460n-manual.xml

Geologists and seismologists, remembering what they learned about rocks, are steadily raising their estimates of the risk of severe quakes based on these new maps. New faults are found, and new computer models change predictions for how the ground shakes. Of special note, according to the USGS, is an allowance for large waves in the New Madrid, Missouri, fault area, roughly centered on the state’s Bootheel, as well as inclusion of offshore faults near Charleston, South Carolina, and new data from the mountains of east Tennessee. With each new map, the areas of only negligible risks have grown smaller. Interestingly, the reactor with the highest risk rating is 24 miles north of New York City, in the village of Buchanan, New York, at the Indian Point Energy Center, which generates up to one-third of the electricity for New York City. There, on the east bank of the Hudson, Indian Point nuclear reactor 3 has the highest risk of earthquake damage in the country, according to new NRC risk estimates. Indian Point 2 does not rate as risky, with 1 chance in 30,303 each year. A ranking of the 104 U.S. nuclear reactors was prepared by the NRC based on estimates of risk of catastrophic failure caused by earthquakes. The chance of serious damage from a quake ranges from Indian Point (1 chance in 10,000 each year) to the Callaway nuclear plant in Fulton, Missouri, which the NRC ranked as the least risky (1 chance in 500,000 each year). Installations in Massachusetts and Pennsylvania rank second and third, respectively, followed by those in Tennessee, another plant in Pennsylvania, then plants in Florida, Virginia, and South Carolina. At sixth and seventh riskiest are, respectively, California’s Diablo Canyon and Pennsylvania’s Three Mile Island. The risk calculations take into consideration two main factors: the chance of a serious quake, and the design of a plant. https://ayurvedia.ch/3k-engine-manual

Surprisingly, nuclear plants built in earthquake zones, such as the California coastline, have a lower risk of damage since they were built in anticipation of a major quake and sufficient safeguards were provided. Power plants in the East, South, and Midwest, where seismic design standards are considered lower, now find themselves at the top of the NRC’s danger list because of upgraded acceleration coefficients and seismic zone reevaluation. View chapter Purchase book Read full chapter URL: Seismic Bridge Design Mohiuddin Ali Khan Ph.D., P.E., C. Eng., M.I.C.E. (London), in Earthquake-Resistant Structures, 2013 Displacement Design A substantial design shift occurred with the California Department of Transportation’s ( Caltrans ’) adoption of displacement design methods (as Memo to Designers 20-11) outlined in a report issued by the University of California, San Diego. Caltrans’ seismic design criteria (SDC) incorporated these methods in an innovative seismic performance approach. In the SDC design philosophy there is a shift from a “force-based assessment” of seismic demand to a “displacement-based assessment” of demand and capacity. This newly adopted approach is based on comparing the elastic displacement demand to the inelastic displacement capacity of the primary structural components of a bridge, while ensuring a minimum level of inelastic capacity at all potential plastic hinge locations. Displacement ductility methods were used initially for the retrofit of the Santa Monica Viaduct on Route 10 in Los Angeles, which was being retrofitted as part of the Caltrans Seismic Retrofit Program. Displacement design methods were incorporated into other seismic retrofit projects and ultimately became the de facto seismic retrofit design methodology. Seismic design requirements may include data on ground stabilization underneath the structure since heavily shaken ground breakup may lead to collapse. These data are obtained with shake tables and kinematic building models. https://www.accessoriperdisabili.com/images/bricklaying-technical-manual.pdf

(In general, a building model is said to have similarity with the real object if the two share geometric similarity, kinematic similarity, and dynamic similarity; this concept is explained in Chapter 5.) Currently the most advanced shake table is the Japanese E-Defense Shake Table. View chapter Purchase book Read full chapter URL: Major Earthquakes as the Basis for Code Development Mohiuddin Ali Khan Ph.D., P.E., C. Eng., M.I.C.E. (London), in Earthquake-Resistant Structures, 2013 4.2.1 California Seismology The Pacific Plate extends from western California to Japan and includes much of the Pacific Ocean floor. The North American Plate comprises most of the North American continent and parts of the Atlantic Ocean. The Pacific Plate is grinding northwestward past the North American Plate along the San Andreas Fault (at a rate of about two inches per year). Thus, Southwestern California is moving horizontally northward toward Alaska. The dividing point, or margin, between the two is the San Andreas Fault system, which extends from the Salton Sea in the south to Cape Mendocino in the north—an 800-mile stretch almost the entire length of California. It was San Andreas that caused the 1906 San Francisco earthquake (magnitude 7.8), which killed more than 3,000 people and destroyed much of the city ( Figure 4.3 illustrates how this earthquake would have been measured). The Polaris Fault, named after a former mining town that sits above it, is a fraction of the size of the San Andreas Fault, at 22 miles long. Because it is located near the Martis Creek Dam at Truckee, however, it poses a major threat of an earthquake bursting the dam and potentially flooding a plain that stretches 35 miles to Reno, Nevada, a city of some 222,000 people. Unlike Japan, California faces a low risk of tsunamis from its quakes. However, the state’s real problem is the condition of its structures, many of which are of substandard construction. https://www.marthatrotts.ca/wp-content/plugins/formcraft/file-upload/server/content/files/162872c9b77fd8---caffe-charisma-manual.pdf

The Japanese are ahead of California seismic-resistant design codes have done a better job of new construction and retrofit for seismic survivability. During the 1971 San Fernando ( Figure 4.4 ), the 1989 Northridge ( Figure 4.5 ), and the 1994 Loma Prieta ( Figure 4.6 ) earthquakes in California, several concrete buildings constructed before the introduction of modern codes collapsed or were catastrophically damaged. According to a new estimate, 17,000 older concrete buildings in California could be vulnerable to seismic activity. Not all of the buildings identified are collapse hazards or prone to severe damage. However, an estimate includes a number of schools, state and local government centers, hospitals, and public safety facilities. Figure 4.4. Two examples of damage caused by the San Fernando earthquake. Figure 4.5. Northridge earthquake damage. Figure 4.6. Two examples of damage caused by the Loma Prieta earthquake. Analysis of Extent and Types of Structural Damages: A more careful study of specific buildings in order to better understand which are the riskiest, is necessary. Unlike unreinforced masonry buildings, which uniformly do not perform well in earthquakes, there is tremendous variability in older concrete buildings. Understanding what makes them vulnerable and quickly weeding out which ones, may need more detailed evaluation and possible retrofit. Caltrans Administrative and Technical Remediation Measures The California Department of Transportation ( Caltrans) has always compiled its own seismic design criteria. Caltrans developed improved reinforcement details: Closer spacing and improved detailing of column transverse reinforcement, requirements for top reinforcement in footings and pile caps, and controls on column longitudinal reinforcement splice location. View chapter Purchase book Read full chapter URL: Rapid Bridge Insertions Following Failures Mohiuddin Ali Khan Ph.D., M.Phil., DIC, P.E., in Accelerated Bridge Construction, 2015 6.8. asian-autoparts.com/ckfinder/userfiles/files/casewise-training-manual.pdf

7 ABC and seismic issues “Rapid insertion” bridge replacement is being practiced. Successful ABC requires detailed planning. At the annual Transportation Research Board (TRB) meeting in January of 2007, California representatives agreed to take the lead in developing ABC techniques that addressed seismic issues. A workshop was organized by TRB, FHWA, and Caltrans and held in October 2007 in San Diego, California. Representatives from several state DOTs, FHWA, TRB, researchers, and industry met, leading to the publication of the document, “ 2007 FHWA Seismic Accelerated Bridge Construction Workshop Outcomes and Follow-up Activities.” The workshop resulted in the development of an action plan to guide future seismic ABC activities. A follow-up meeting was held at the January 2008 TRB meeting, resulting in the development of three seismic ABC-related research problem statements. In California, a Seismic ABC Work Team was created to focus efforts for application by Caltrans. The report also documents the use of precast concrete technology on several projects to reduce working days and traffic impacts. However, to fully implement ABC methods, remaining seismic issues must be resolved, particularly the development and testing of connection details capable of resisting seismic loads and deformations. View chapter Purchase book Read full chapter URL: Seismic reliability of deteriorating reinforced concrete (RC) bridges P. Gardoni, D. Trejo, in Handbook of Seismic Risk Analysis and Management of Civil Infrastructure Systems, 2013 Structural capacity of, and seismic demand on, an example RC bridge subject to deterioration This section gives an example of the effects of deterioration, specifically corrosion (although this could include other expansive deterioration mechanisms), on the structural capacity of and the seismic demand on a typical RC bridge. The values of the design variables listed in Table 19.1 are representative of current construction in California. {-Variable.fc_1_url-

Specifically, Mackie and Stojadinovic (2001) designed the bridge following the Caltrans Bridge Design Specification and Seismic Design Criteria ( Caltrans 1999 ). Source: Adapted from Choe et al. (2009). Three variables are assumed to be random: the compressive strength of concrete, f c.Specifically, it was assumed that f c.In addition, the mean shear capacity decays at a faster rate than the mean deformation capacity. Despite the importance of modeling complex bridge lateral boundary conditions and the existence of specific guidelines in the US ( Caltrans, ATC, MCEER) and in Europe (Eurocode 8-2) for the design of pile foundations and abutments, only minor guidance is provided by codes for numerical modeling of the entire coupled soil-bridge system. The ultimate abutment load can be assumed to be limited by a maximum static soil passive pressure of 239 kPa. The idea was to derive relationships that can be potentially used in cases where more accurate data are not available. Six typical RC Californian bridges (namely Route 14, LADWP, W180, MGR, Adobe and La Veta) and a Greek one (TY3 overpass along the Egnatia Highway) consisting of box-girder superstructures, seat-type abutments and shallow pile foundations were studied. Given the short spans and relatively high deck stiffness of the particular structures, the embankment mobilization and the inelastic behaviour of the soil material under high shear deformation levels was found to have a significant effect on the response of the bridge under seismic loading. The geometry of the TY3 case studied is illustrated in Fig. 22.2, while indicative distribution of plastic strains in the 3D space are depicted in Figs 22.3 and 22.4 for the transverse and longitudinal direction, respectively. View chapter Purchase book Read full chapter URL: Girders R.K. Bharil, in Innovative Bridge Design Handbook, 2016 4.5 Design considerations Depending on the materials and loadings, design considerations vary. https://festivaldeliteraturadepereira.com/wp-content/plugins/formcraft/file-upload/server/content/files/162872cbddffbb---cafetera-villa-spidem-manual.pdf

Unique bridge design guidelines exist for a wide variety of bridges; however, they should be verified to include concerns of the stakeholders and to comply with the jurisdictions. For large projects, the number of stakeholders and jurisdictions can be large and may have conflicting interests that must be handled carefully. Who owns the bridge now, and who will maintain it. Typically, this is a major factor in deciding which design codes and manuals will be used. The type of funding may impose some additional conditions and design considerations that must be included. For example, if the project funding includes federal funds, the bridge project may require more rigid review and oversight,while purely local funding may allow more leeway on the project design. For example, a bridge carrying heavy rail traffic over a highway will require the bridge to be designed by AREMA codes ( AREMA, 2014 ) and Railroad Grade Separation Guidelines ( BNSF Railway and Union Pacific Railway, 2007 ) but also satisfy the state design manuals for highway safety features for pier and abutments located underneath. By continuing you agree to the use of cookies. Contact Design. The SCDOT Bridge Design Manual has been developed to provide engineers with the Departments standard bridge design policies and practices. NDOT Structures Manual September FOREWORD The NDOT Structures Manual has been developed to provide bridge designers with NDOT’s standard bridge design manual caltrans structural design policies and practices. Bridge Design Code. Now, the user also has the option to choose the post peak slope of the bilinearization, whether it be zero (as per CalTrans recommendation) or a user defined post peak slope. Hydraulic Study located in chapter of the Highway Design Manual).Currently, all Inventory and Operating Ratings are expressed in terms of an equivalent HS-truck as shown in the Manual for Bridge Evaluation. aryanrealty.com/ckfinder/userfiles/files/caseware-working-papers-user-manual.pdf

Now, the user also has the option to choose the post peak slope of the bilinearization, whether it be zero (as per CalTrans recommendation) or a user defined post peak slope. Those classes. The bridge design manual caltrans Division of Engineering Services (DES) is the lead project delivery organization for the design, construction, bridge design manual caltrans and oversight of bridge and other transportation structures. Download Caltrans Highway Design Manual 5th Edition - book bridge design manual caltrans pdf free download link or read online here in PDF. Establishing flexibility in Caltrans highway design standards and procedures, especially in the context of urban environments and multi-model design. Design Codes and Various Bridge Systems A close study of Bridge Design Codes including the seismic codes reveals that the emphasis is on specific category of bridges. Barrier railing on bridge rehabilitation projects. Design of Bridge Deck Drainage A bridge deck gutter is defined in this manual as the section of pavement next to the curb or parapet that conveys water during a storm runoff event. CalTrans Bridge Office Home Page. The Design Manual provides policies, procedures, and methods for developing and documenting the design of improvements to the transportation network in Washington. DES is a comprehensive, multidisciplinary engineering organization committed to providing our clients with quality products and services in a timely manner. Updates to the Bridge Manual chapters occur about every six months. Included in this supplemental document are referenced bridge design code clauses where; additional text is provided that supplements the design clause, changes are noted that either delete or modify text, or additional commentary is provided for the reference of the designer. Design Codes and Various Bridge Systems A close study of Bridge Design Codes including the seismic codes reveals that the emphasis is on specific category of bridges. Sign up to receive updates to the Bridge Manual.Bridge Manuals; CADD User's Manual; California Manual on Uniform Traffic Control Devices (MUTCD) Construction Manual; DRISI Research Manual; Encroachment Permits Manual; Engineering Manuals; Environmental Manuals; Highway Design Manual (HDM) Local Assistance Procedures Manual (LAPM) Maintenance Manual; Materials Engineering and Testing Services. Request for a Bridge Number (PDF) Manuals. Chapter 2 of the California MUTCD, which include feet of a median opening unless the access opening is directly.It may include a portion or all of a travel lane. Bridge Manuals; CADD User's Manual; California Manual on Uniform Traffic Control Devices (MUTCD) Construction Manual; DRISI Research Manual; Encroachment Permits Manual; Engineering Manuals; Environmental Manuals; Highway Design Manual (HDM) Local Assistance Procedures Manual (LAPM) Maintenance Manual; Materials Engineering and Testing Services. Bridge Railing Design bridge design manual caltrans AASHTO Manual for Assessing Safety Hardware Caltrans Overhang Design Caltrans amended LRFD A as follows: Overhang Design Recommendations. CALTRANS Manuals: Engineering Services - Bridge Manuals CALTRANS. In an effort to update the Bridge Group Design Guidelines to reflect the latest AASHTO LRFD Specifications, updated sections are published as they become available. Bridge Design Aids Bridge Design Details Bridge Design Practice Bridge Design Specifications Bridge Memo To Designers Bridge Standard Detail Sheets (XS Sheets) CALTRANS Manuals: Engineering Services - Bridge Manuals. Caltrans Highway Design Manual 5th Edition first national standard for highway bridge design and construction in the United. States (LRFD Specifications) (AASHTO ) and bridge design manual caltrans continues in the 7th Edition (AASHTO addressed in the Manual for Bridge Evaluation (AASHTO, ). In an effort to update the Bridge Group Design Guidelines to reflect the latest AASHTO LRFD Specifications, updated sections are published as they become available. Bridge Design Manual, DelDOT, Delaware Department of Transportation, Delaware. Bridge Practice Guidelines (LFD) () Bridge Hydraulics Guidelines. Request for a Bridge Number (PDF) Manuals. WSDOT Bridge Design Manual M Page July Chapter 5 Concrete Structures General The provisions in this section apply to the design of cast-in-place (CIP) and precast concrete structures, both reinforced and prestressed. WSDOT Bridge Design Manual M Page July Because the movement restriction imposed bridge design manual caltrans by a bearing must be compatible with the movements allowed by the adjacent expansion joint, expansion joints and bearings. Purpose: The primary functions bridge design manual caltrans of the Highway Design Manual (HDM) are to: (1) provide design criteria, requirements, and guidance on highway design methods and policies which are as current as practicable, and (2) assure uniformity in the application of design practices throughout the New York State Department bridge design manual caltrans of Transportation consistent with the collective experience of the Department of. The remainder of the presentation will discuss: Sidewalk railing applications. Gutter cross sections usually have a triangular shape with the curb or parapet forming bridge design manual caltrans the. AASHTO Element Inspection Manual (PDF) Caltrans BIR Narrative (PDF) Caltrans UWI Procedures (PDF) Maintaining California's Bridges Caltrans bridge inspectors are responsible for maintaining the safety and integrity of over bridges owned by the State of California and California's local government. Design methods are presented for evaluating rainfall and runoff magnitude, pavement drainage, gutter flow, inlet design, median bridge design manual caltrans and roadside ditch flow, structure design, and storm drain piping. View or download Caltrans engineering manuals, California Amendments to the AASHTO LRFD Bridge Design Specifications, and engineering reference materials. All Commentary within this document is. Chapter 8 Foundation Design (). FEBRUARY LRFD BRIDGE DESIGN Reinforcement Details Minimum Clear Cover and Clear Spacing Practices for detailing a variety of reinforced concrete elements are presented in this section.Procedures for the design of detention facilities are. Bridge Design Manual. LRFD Bridge Deck Design Deck design seems simple, but several LRFD design sections are involved. Caltrans Highway Design Manual Chapter HIGHWAY DESIGN MANUAL. This chapter bridge design manual caltrans will briefly describe the general concepts and backgrounds of ASD and LFD but primarily discuss the LRFD philosophy.Southeast Bridge Preservation Partnership Meeting Federal Highway Administration. Service Limit State: Tension, Ps. The original bridge design manual caltrans Bridge and Structures Design Manual was created through the public-private partnership of the Georgia Department of Transportation and the Consulting Engineering Companies of Georgia. Designers should attempt to meet all of the criteria presented in the Manual, while fulfilling NDOT’s mission of. TM. The headings below are organized first by Indiana Design Manual (IDM) chapter bridge design manual caltrans (Ch through ), then alphabetically for those topics that do not have a. View or download Caltrans engineering manuals, California Amendments to the AASHTO LRFD Bridge Design Specifications, and engineering reference materials. States (LRFD Specifications) (AASHTO ) and continues in the 7th Edition (AASHTO addressed in the Manual for Bridge Evaluation (AASHTO, ). It has been developed for bridge design manual caltrans state facilities and may not be appropriate for all county roads or city streets that are not state highways. Wenning, P. Caltrans Highway Design Manual (HDM, ). AASHTO Element Inspection Manual (PDF) Caltrans BIR Narrative (PDF) Caltrans UWI Procedures (PDF) Maintaining bridge design manual caltrans California's Bridges Caltrans bridge inspectors are responsible for maintaining the safety and integrity of over bridges owned by the State of California and California's local government. Providing technical support and design expertise on highway design issues related to motor vehicles, bicycles and pedestrians. The Bridge Design Office is responsible for the design of new, replacement and rehabilitated bridges, bridge plan review and bridge load rating. Design of concrete structures shall be based on the requirements and guidance cited. Caltrans Hydraulic Design Procedures bridge design manual caltrans Manual. Methods andprocedures are given for the hydraulic design of storm drainage systems. Engineers should attempt to meet all of the criteria presented in the Manual, while fulfilling the Departments mission of providing a safe and efficient transportation system for the State. Bearings and Expansion Joints Chapter 9 WSDOT Bridge Design Manual M Page July Because the movement restriction imposed by a bearing must be compatible with the. NDOT Structures Manual September FOREWORD The NDOT Structures Manual has bridge design manual caltrans been developed to provide bridge designers with NDOT’s standard structural design policies and practices. 4 Prior to about, many ratings were for an equivalent H-truck, shown in Manual for Bridge Evaluation.The classes in this series are used to perform a wide variety of laboring and equipment operation functions necessary to maintain California highways, bridges, landscaping, and roadside rests. Caltrans Maintenance Series California State Personnel Board Specification. Bridge Design Aids Bridge Design Details Bridge Design Practice Bridge Design Specifications Bridge Memo To Designers Bridge Standard Detail Sheets (XS Sheets) Reference Sheets Seismic Design Criteria Structural Detailing Standards Service Directory Element Inspection Bridge Strudl Manual Bridge Computer Manual. WSDOT Bridge Design Manual M Page July Chapter 5 Concrete Structures General The provisions in this section apply to the design of cast-in-place (CIP) and precast concrete structures, both reinforced and prestressed.Visit UC Berkeley, Tech Transfer for a full list of Caltrans subsidized courses. This document was modified from the original Design Manual for inclusion. The Division of Engineering Services (DES) is the lead project delivery organization for the design, construction, and oversight of bridge design manual caltrans bridge and other transportation structures. 5 The H-truck directly corresponds to single-unit trucks, which used to be common on rural.S. The standard drawings can be downloaded, in PDF file format, from the table below.Designers bridge design manual caltrans should attempt to meet all of the criteria presented in the Manual, while fulfilling NDOT’s mission of providing a safe and efficient transportation system for the State. Establishing flexibility in Caltrans highway design standards and procedures, especially in the context of urban environments and multi-model design. The headings below are organized first by Indiana Design Manual (IDM) chapter (Ch through ), then alphabetically for those topics that do not have a. Read online Caltrans Highway Design Manual 5th Edition - book pdf free download link book now. 02 Signs (see Section 2B), lane-use control signals bridge design manual caltrans (see Chapter 4M), or both shall be used to Caltrans' Highway Design Manual, Section Providing technical support and design expertise on highway design issues related to motor vehicles, bicycles and pedestrians.