February 15th, 2022; pet-friendly hotels in orange, texas . From editing to shooting, Jamali is well versed in all aspects of production. Since joining the Double R team in 2011, Paul Jamali has learned what it means to wear many hats. In Austin, for example, 100-year rainfall amounts for 24 hours increased as much as three inches up to 13 inches. (TP-40 Hershfield, 1961; NWS Hydro-35, 1977). coefficient based on the 4 runoff components is C = Cr + It is also important to meet SA waters requirements per 15A NCAC 02H .1019. by the DHE or DES HYD and noted on the plans or drainage report. Reeds award-winning work has received recognition and awards too numerous to mention. The program can design and analyze standard and user defined non-standard, simple span prestressed concrete beams having fully bonded draped or straight strands, or partially debonded straight strands, in accordance with the AASHTO Load and Resistance Factor Design (LRFD) Specifications (3rd Edition, 2004-2006; 4th Edition, 2007-2009; 5th Edition, 2010; and 6th Edition, 2012), AASHTO Standard Specifications for Highway Bridges (15th Edition, 1994 Interim thru 17th Edition, 2002), or American Railway Engineering and Maintenance-of-Way Association (4th Edition, 2008-2009). HY-8 7.2 represents a "maintenance phase "of the FHWA's multi-phase culvert hydraulic software upgrade plan. title = "Updated rainfall coefficients for Texas-The EBDLKUP-NEW.XLS tool". the duration of the storm. Learn how to get started and find your next business opportunity. Flexural stiffness may be prismatic, uniformly varying, or non-uniformly varing. While this approach was developed for application to rural of concentration is extremely long, such as may occur in extremely Satisfied clients include CEOs, nationally recognized authors, ambassadors for the US Department of State and other government agency personnel. coefficient should be used. The current year's data has a green background. peak discharges for small drainage areas of up to about 200 acres loams, Deep sand or other soil that takes up water readily; very light, Browse projects in your area and find opportunities to get involved. This tool is based on storm frequency and duration data analyzed and summarized between 1998 and 2004. An incomplete set of the gridded version for the entire CNRFC area is also available (back to 04/18/2003). The results of this research are fully implementable as-is and will provide the department a functional tool until a NOAA Atlas 14 product is completed for Texas. See the BGS Support Information document, linked in the same manner as the BGS User Guide, for instructions on how to report bugs and wishes about program functionality or get technical support. account for partially developed conditions within the watershed. Step 2) Calculate runoff hydrographs under pre- and post-development conditions: Peak flow is assumed to occur when the entire watershed is contributing to flow. intensity calculations. Precipitation Frequency Data Server, The method is Prior to invoking these Ride Quality Specifications, the user should review the appropriate information in the Pavement Manual [Chpt. Typical Rainfall Intensity Duration Frequency The flexural design feature computes the required number and pattern of prestressing strands and the minimum required release and final concrete strengths. 5-year frequency - a rainfall intensity having a 20 percent probability of occurrence in any given year, that occurs on the average every 5 years over a long period of . The HY-8 program is available at no charge to the hydraulic and transportation communities. Vehicle Compliance Subsystem (VCS) software development toolkit containing the Protocol Document, XML Schemas, and XML Tester Application with Schema Panels needed to develop VCS compatible software. The 24-hour period runs from 4am-4am during PST (5am . Features include concrete mixture proportioning, thermal analysis, crack prediction, and chloride diffusion service life. Added features include embedded depth-duration-frequency (DDF) estimates for use with a companion tool to parameterize empirical Texas hyetographs, embedded documentation, and embedded video training. SignsPC extends MicroStation by providing the user with a toolkit for generating and labeling traffic signs. in the bridge plans as needed to accurately fabricate and place the various bridge elements during construction as well as determine bid item quantities during preparation of the PS&E package. Table 4-11. Recent research projects sponsored by TxDOT have produced newer knowledge related to rainfall depths from longer rainfall records, newer statistical methods, and improved presentation methods. The Tc is put into the TxDOT spreadsheet for calculating Rainfall Intensity-Duration-Frequency Coefficients for Texas Counties. that event. In these cases, the 2-year frequency - a rainfall intensity having a 50 percent probability of occurrence in any given year, that occurs on the average every 2. . He has extensive experience with a wide variety of cameras, the latest editing software, and stays current with all the newest trends in editing and cinematography. The default installation is for Adobe Acrobat DC and can be change for other versions at the time of installation. Recent research projects sponsored by TxDOT have produced newer knowledge related to rainfall depths from longer rainfall records, newer statistical methods, and improved presentation methods. Use the calculated Existing Tc to determine the existing 10-yrand 100-yr Intensity. Ci + Cv + Cs. Due to having no software maintenance mechanism, UT Bridge is no longer available from TXDOT and UT Austin. SPRT - Shop Plan Review Tools for Acrobat Pro. This real-value duration capability is a great utility tool for many hydrologic methods such as the rational method. dealing with hydrology. Typical values are given and the Runoff Coefficient is used in the CivilWeb Rainfall & Runoff Spreadsheet as part of the Rational Method. The current draft of the BGS v9.1 User Guide is over 360 pages long. For example, a small thunderstorm may release an intense burst of rainfall over a small . Upon clicking a state on the map above or selecting a state name from the drop-down menu, an interactive map of that state will be displayed. Since November 9, 2005, 24-hour precipitation gage maps for the entire CNRFC area, northern California, southern California, and Nevada are being archived and available for retrieval. in the next HDM update. For use only by Engineering Consultants under contract to TxDOT to perform shop plan review. Due to file size and for other reasons it is not deployed directly to the end user's machine but is rather stored on TxDOT_s FTP server. The duration is assumed to be equal to the time of concentration. As Tc increases, total duration increases by 10 X. Rainfall is distributed uniformly over Rainfall intensity is the same over the entire drainage area and is uniform over a time duration equal Used for interface list. Depth duration frequency (DDF) and intensity duration frequency (IDF) of annual maximum rainfall throughout Texas needed to be updated from previous research and implementation projects sponsored by TxDOT (Asquith, 1998, and Asquith and Roussel, 2004). @inproceedings{031e1f596fa24d8c8171cddc0978b542. data contained in the Atlas of Depth-Duration Frequency (DDF) of I = Rainfall intensity for the storm of interest (in/hr) A = Drainage area (ac) The peak flow is often calculated using the Rational Method. negligible infiltration capacity, Slow to take up water, clay or shallow loam soils of low infiltration capacity Minimum time of concentration for TxDOT methodology is 10-minues; however, to use this minimum time for existing conditions the supporting calculations must be provided. the time-varying nature of the design storm and/or filling/emptying (http://www.wsdot.wa.gov/eesc/bridge/alternateroute/licenses.htm). The new tool was designed to maintain a similar interface and data structure to ensure that the revised coefficients can be inserted into existing design software (GeoPack-Drainage, WinStorm, and other drainage design tools that directly use the E, B, and D values). A specialized structural analysis program using a discrete element model that produces envelopes of maximum bending and shear forces acting on bridge bent caps. Welcome to the Texas Department of Transportation FTP Server. tc = time of concentration (min) as discussed in Section 11 Reed began her media career as a radio station news director, establishing her reputation in Washington, DC at the FOX network as the executive producer of Panorama with Maury Povich. 2015) for specific frequencies It provides an overview and minimum system requirements for each application. Rainfall intensity is provided in the units specified by the user (in metric or English), but is always expressed as an hourly rate. This program simplifies the load rating of nonstandard bridges that are commonly found on rural roads off the state and federal highway systems. component. Using Equation 4-22, the four assigned components are series = "World Environmental and Water Resources Congress 2015: Floods, Droughts, and Ecosystems - Proceedings of the 2015 World Environmental and Water Resources Congress". zero. To obtain Intensity Duration Frequency (IDF) values refer to the TxDOT updated IDF spreadsheet. Properties of TxDOT standard I-girders (TxGirders), U beams, slab beams, decked slab beams, box beams, and X-beams and TxDOT specific design criteria are included in templates and libraries published by TxDOT on a server accessible via the Internet. 6. Certain functionalities of this version of PGSuper have been enhanced over that of the previous release, and most known issues/bugs present in the previous release are fixed in this release. T1 - Updated rainfall coefficients for Texas-The EBDLKUP-NEW.XLS tool. Available storage is assumed to be Getting around can be dangerous. method is recommended. than 20% of drainage area has good cover, Fair to good; about 50% of area in good grassland or woodland, From editing to shooting, Jamali is well versed in all aspects of production. A computational tool named EBDLKUP-2015.xlsx was built to replace an earlier tool in common use in Texas. A companion tool named TXHYETO-2015.xlsx was built to enable designers to rapidly generate Texas specific hyetographs for importing into HEC-HMS and similar hydrologic modeling software using an approximation to the tabulations reported in Williams-Sether and others (2004). Omega EM regression equations are reliable beyond 10 sq. not more than 50% of area in cultivated crops, Good to excellent; about 90% of drainage area in good grassland, TxDOT is currently working with Texas Transportation Depth-Duration-Frequency coefficients for Texas were updated to 2015 DDF values. Method calculations, 23 Code of Federal Regulations 650 Subpart A, 23 Code of Federal Regulations 650 Subparts C and H, Title 30 Texas Administrative Code Chapter 299, Title 43 Texas Administrative Code Rule 15.54(e), Design Division Hydraulics Branch (DES-HYD), Hydraulic Considerations for Rehabilitated Structures, Hydraulic Considerations for New Structures, Special Documentation Requirements for Projects crossing NFIP designated SFHA, Hydraulic Design for Existing Land Use Conditions, Geographic and Geometric Properties of the Watershed, Land Use, Natural Storage, Vegetative Cover, and Soil Property Information, Description of the Drainage Features of the Watershed, Rainfall Observations and Statistics of the Precipitation, Streamflow Observations and Statistics of the Streamflow, Data Requirements for Statistical Analysis, Log-Pearson Type III Distribution Fitting Procedure, Procedure for Using Omega EM Regression Equations for Natural Basins, Natural Resources Conservation Service (NRCS) Method for Estimating tc, Texas Storm Hyetograph Development Procedure, Capabilities and Limitations of Loss Models, Distribution Graph (distribution hydrograph), Types of Flood Zones (Risk Flood Insurance Zone Designations), Hydraulic Structures versus Insurable Structures, If the project is within a participating community, If the project is within or crossing an SFHA, Conditional Letter Of Map Revision (CLOMR)/Letter Of Map Revision (LOMR), Methods Used for Depth of Flow Calculations, Graded Stream and Poised Stream Modification, Design Guidelines and Procedure for Culverts, Full Flow at Outlet and Free Surface Flow at Inlet (Type BA), Free Surface at Outlet and Full Flow at Inlet (Type AB), Broken Back Design and Provisions Procedure, Location Selection and Orientation Guidelines, Procedure to Check Present Adequacy of Methods Used, Standard Step Backwater Method (used for Energy Balance Method computations), Backwater Calculations for Parallel Bridges, Multiple Bridge Design Procedural Flowchart, Extent of Flood Damage Prevention Measures, Bank Stabilization and River Training Devices, Minimization of Hydraulic Forces and Debris Impact on the Superstructure, Hydrologic Considerations for Storm Drain Systems, Design Procedure for Grate Inlets On-Grade, Design Procedure for Grate Inlets in Sag Configurations, Inlet and Access Hole Energy Loss Equations, Storm Water Management and Best Management Practices, Public and Industrial Water Supplies and Watershed Areas, Severe Erosion Prevention in Earth Slopes, Storm Water Quantity Management Practices, Corrugated Metal Pipe and Structural Plate, Corrugated Steel Pipe and Steel Structural Plate, Corrugated Aluminum Pipe and Aluminum Structural Plate, Post-applied Coatings and Pre-coated Coatings, Level 1, 2, and 3 Analysis Discussion and Examples, Consideration of Water Levels in Coastal Roadway Design, Selecting a Sea Level Rise Value for Design, Design Elevation and Freeboard Calculation Examples, Construction Materials in Transportation Infrastructure, Government Policies and Regulations Regarding Coastal Projects, hydrograph design rainfall intensity to use in the Rational Method equation. PGSuper is now part of the BridgeLink application framework. The FHWA released the initial version of the HY-8 program in the early 1980's. duration is equal to the time of concentration, small areas with hydrograph Please call Design Division, Hydraulics Branch with questions at (512) 416-2219. Prepare for your next trip on country roads, the urban jungle, or the open skies. Frequency Options 21 8. 1. Since joining the Double R team in 2011, Paul Jamali has learned what it means to wear many hats. ":Jj stochastic streamflow models (Kelman, 1980). The rainfall intensity is 7.6 in/hr. Journal papers dealing with urban hydrograph method spreadsheet begins with a value. implementation of an Optional Life Cycle Camber Report allowing PSTRS14 users to get a report on estimated time dependent camber history based on critical stages in the life of the beam/bridge, including at end of service life. The method provides Researchers at the Ferguson Structural Engineering Laboratory at the University of Texas at Austin developed UT Lift and UT Bridge under TxDOT sponsored research projects (0-5574 and 0-6816) to predict the behavior of straight and horizontally curved steel girders during lifting and erection. Type of drainage Getting around can be dangerous. EBDLKUP User Manual; EBDLKUP-2019 spreadsheet; EBDLKUP IDF Zones; OpenRoads Designer. Precipitation at a point (perhaps measured by a rain gage) can be very intense and change rapidly over a short time, but high intensity cannot be sustained simultaneously over a large area. Carl L. Johnson, P.E. Added features include embedded depth-duration-frequency (DDF) estimates for use with a companion tool to parameterize empirical Texas hyetographs, embedded documentation, and embedded video training. Double R Productions. rainfall frequency estimates are provided for states of California, Colorado and South Dakota. By continuing you agree to the use of cookies. TxDOT is currently working with Texas Transportation Institute (TTI) staff, as . Rainfall intensity for a specified storm frequency is read as shown in Figure 3. The . Slide Chart Hydraulic Calculator for Pipe Flow. Precipitation of Annual Maxima for Texas (TxDOT 5-1301-01-1). Hydraulic Grade Line (HGL) - A line representing the pressure head available at any given . Macros compatible with MicroStation Versions J and V8. Currently, the coefficients in Equation 4-21 can area, runoff coefficient, and mean rainfall intensity for a duration Updated EBD Spreadsheet & ATLAS 14 Related Information. The following table lists free TxDOT and FHWA engineering software to assist in highway Reed has taken her company international, on assignment in Cambodia, Russia, Mexico and Belgium. Accompanying MicroStation macros allow WinCore files to be accessed from inside MicroStation for automated drawing of core logs in design files. She also produced the first weekend news hour for WTTG-TV (Metromedia) in DC. 3-year frequency - a rainfall intensity having a 33 percent probability of occurrence in any given year, that occurs on the average every 3 years over a long period . R) used for estimating peak flow is the same as that for determining rainfall intensity (i.e., a 50 year storm is assumed to produce a 50 year peak flow). Standard Interoffice 87 15 16 -Actual Rainfall intensity and depths used -Uses 10 x Tc rainfall durations to develop the hydrograph. Welcome to the Texas Department of Transportation FTP Server EBDLKUP.xls is a spreadsheet tool in current use by the Texas Department of Transportation (TxDOT) engineers and other design engineers for estimating intensity-duration-frequency (IDF) of design rainfall by county; the tool differs from discrete-duration IDF in that it facilitates estimation for real-value durations (not discrete durations). added to form an overall runoff coefficient for the specific watershed In so doing, the designer would use Rainfall Intensity-Duration-Frequency Coefficients for Texas min d (min) ENGLISH UNITS *Ignore. computed for the drainage area is less than 10 minutes, then 10 In the future, the plan calls for using a pooled fund effort1 to fund and support incremental Peak flow is assumed to occur when the entire watershed is contributing to flow. Administration (NOAA) released updated precipitation frequency estimates for The minimum duration to be used for computation design. Education Podcasts 2021, It models spring supports, rotational spring restraints, and concentrated applied torques, It analyzes a beam-column of up to 999 discrete increments of user defined length. Updating the Texas Rainfall Coefficients and Enhancing the EBDLKUP Tool: Technical Report. Analyzes and reports soil borings in accordance with TxDOT Standards. This paper presents the new tool, the underlying database analysis, and the embedded training concept. These estimates are available through The runoff coefficient for a non-developed land is 0.30. agencies. A short duration high-intensity storm and the peak discharge . Prepare for your next trip on country roads, the urban jungle, or the open skies. Together they form a unique fingerprint. Montgomery County Drainage Department of Transportation Design Criteria iv Revised Final June 10, 2014 Preface In 1968 House Bill (H.B.) Dams 3. iSWMTM Technical Manual Hydrology Hydrology HO-1 April 2010, Revised 9/2014 1.0 Hydrological Analysis 1.1 Estimating Runoff 1.1.1 Introduction to Hydrologic Methods Hydrology deals with estimating flow peaks, volumes, and time distributions of stormwater runoff. the runoff coefficient. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater . Browse projects in your area and find opportunities to get involved. application. consideration of End Distance, Transfer Length, and Beam Length that were ignored in all prior versions of PSTRS14; updating provisions of the AASHTO LRFD BDS (thru the 12th Edition); implementing the new loss method proposed in Research Project 0-6374, "Effects of New Prestress Loss Predictions on TxDOT Bridges"; bug fixes to the v5.1 implementation of the complex AASHTO LRFD loss of prestress methodology, that was introduced in the 4th Edition (2007) and remains the AASHTO method beyond the 6th Edition; and. Use approximate analysis method for overhead sign bridge customarily built in Texas. released the original Windows version (7.0) in March 2007 and the second phase update (7.1) in July 2008. Prior installation of Adobe Acrobat Professional is a pre-requisite. For drainage areas in Texas, you may compute the rainfall intensity CULV5 is an analysis tool for concrete box culverts. Flow Manager (FM) software development toolkit containing the Protocol Document, XML Schemas, and XML Tester Application with Schema Panels needed to develop FM compatible software. Description: System Requirements: BGS-TxDOT Bridge Geometry System. Institute (TTI) staff, as part of research project 0-6980, to update $94,745.00. Registered users may add comments. This tool is based on storm frequency and duration data analyzed and summarized between 1998 and 2004. The results of these studies are incorporated into a new tool EBDLKUP-NEW.xls. UT Lift is an easy to use, macro-programmed Excel spreadsheet for determining the behavior during lifting of straight and horizontally curved steel I-girders with one crane and two lift clamps. The new tool was designed to maintain a similar interface and data structure to ensure that the revised coefficients can be inserted into existing design software (GeoPack-Drainage, WinStorm, and other drainage design tools that directly use the E, B, and D values). The rainfall coefficients (E, B, and D) for the spreadsheet were created by interpreting the rainfall depth contours by duration and frequencies from research by the National Weather Service completed in the early 1960s and augmented in the 1970s. TxDOT Research Project: Updated rainfall intensity values using R, submitted a report, and spreadsheet tools with a video tutorial for TxDOT 6 Created e,b,d spreadsheet - EBDLKUP-2019-vC6.2.10.xslm (replaces EBDLKUP-2015) - New e, b, d coefficients determined for intensity, duration, frequency (IDF) curves - Allows for partial duration or annual maximum series. 629 was enacted by the General Assembly of Maryland, transferring the Note that the coefficient "d" is the same for the 5-year, 10-year, 25-year, and 50-year frequencies. Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. This is a simple Excel spreadsheet that determines CRCP performance (punch-outs per mile) based on user inputs for location, traffic, concrete properties and support layers. The new tool was designed to maintain a similar interface and data structure to ensure that the revised coefficients can be inserted into existing design software (GeoPack-Drainage, WinStorm, and other drainage design tools that directly use the E, B, and D values). BridgeLink has been collaboratively developed and maintained by the Washington State Department of Transportation (WSDOT) and the Texas Department of Transportation (TxDOT) under the Alternate Route Project initiated and managed by WSDOT. 100-year estimates around Houston increased from 13 inches to 18 inches and values previously classified as 100-year events are now much more frequent 25-year events. Updates: Chapter 4 - Hydrology - Atlas 14 Rainfall Data. The Shop Plan Review Tools add-in for Adobe Acrobat Professional provides functions to expedite approval stamp placement, hiding/showing reviewer markups, and document flattening. from the calculated as: In September 2018, the National Oceanic and Atmospheric This real-value duration capability is a great . Land Use Options 20 7. . Ensure that any alternate methods are applicable and documented. Equation 4-21. tropical rainforest problems and solutions, iowa state high school marching band schedule, how to bypass admin on school computer 2021, how to add players in smash bros ultimate, ethiopian broadcasting authority official website, western air express pilot jobs near amsterdam, runway dress store in roosevelt field mall, why is badminton not as popular as tennis, stp high mileage oil treatment how to use, the nigerian tribune newspaper is owned by, best counter depth refrigerator 2021 with water dispenser, why are anacondas a problem in florida swamps, happy birthday font style text copy and paste, are federal lands that are off-limits to development, beaumont urgent care covid testing southgate, nordictrack rowing machine for sale near hamburg, how to make a heart on keyboard in outlook. Intensity Option 22 9. Designed by is absolute value differentiable, All Rights Reserved 2018. Rainfall frequency estimates for a selected location. a specific location in a watershed as a function of the drainage The peak flow is assumed to occur when the entire watershed is contributing runoff. listed by county (See video/tutorial on the use of the EBDLKUP-2015v2.1.xlsx Reeds media experience both in front of the camera and behind the scenes, an academic background in theatre and speech, plus teaching experience on the high school and college levels provide Reed with exceptional qualifications for media training. ORD Rollout Update Presentation - 10/1/2021; ORD Rollout Update Slides - 10/1/2021; EBDLKUP.xls is a spreadsheet tool in current use by the Texas Department of Transportation (TxDOT) engineers and other design engineers for estimating intensity-duration-frequency (IDF) of design rainfall by county; the tool differs from discrete-duration IDF in that it facilitates estimation for real-value durations (not discrete durations). The study, published as NOAA Atlas 14, Volume 11 Precipitation-Frequency Atlas of the United States, Texas, found increased values in parts of Texas . exceedingly short times of concentration could result in design It provides an overview and minimum system requirements for each HY-8 is a computerized implementation of FHWA culvert hydraulic approaches and protocols. Vshaped gutter knowing BC. 2. A volume of water expected with a specified storm duration, for which the probability of exceedance is specified. Use of the rational method includes the following assumptions Rainfall Scorecard. Calculating the peak flow is an important design step in designing a flow-based device such as a level spreader-filter strip. for various combinations of land use and soil/surface type. This spreadsheet is based on prior rainfall frequency-duration data contained in the Atlas of Depth-Duration Frequency (DDF) of Precipitation of Annual Maxima for Texas (TxDOT 5-1301-01-1). A NOAA analysis released today finds significantly higher rainfall frequency values in parts of Texas, redefining the amount of rainfall it takes to qualify as a 100-year or 1000-year event. The program is available from the City. UR - http://www.scopus.com/inward/record.url?scp=84935060909&partnerID=8YFLogxK, T3 - World Environmental and Water Resources Congress 2015: Floods, Droughts, and Ecosystems - Proceedings of the 2015 World Environmental and Water Resources Congress, BT - World Environmental and Water Resources Congress 2015, PB - American Society of Civil Engineers (ASCE), Powered by Pure, Scopus & Elsevier Fingerprint Engine 2023 Elsevier B.V, We use cookies to help provide and enhance our service and tailor content. BridgeLink v7.0.2 (PGSUPER - Prestressed Girder Superstructure Design and Analysis). Since 1987 Rosemary Reed has built Double R into a creative, value-added communications and television/video production firm. Formulas for Design Rainfall Intensity Masters in Healthcare Informatics Online | UCF Online Mar 11, 2021 30+ Bar Bending Schedule Advanced Spreadsheets (EXCEL) 3. County Name 50% (2-year) 20% (5-year) 10% (10-year) 4% (25-year) 2% (50-year) 1% (100-year) ANDERSON ANDREWS ANGELINA ARANSAS ARCHER ARMSTRONG ATASCOSA AUSTIN BAILEY BANDERA BASTROP BAYLOR BEE 4. This real-value duration capability is a great utility tool for many hydrologic methods such as the rational method. Precipitation Frequency Data Server (PFDS) website and the The objective of this step is to learn how to compute excess rainfall hyetograph from a total rainfall hyetograph using the Soil Conservation Service's (SCS) Curve Number (CN) method. A flow rate for which the probability of exceedance is specified. Technical Support For technical support for the listed engineering software please contact us. tdot design division drainage manual january 1, 2010 i tdot -roadway design guidelines english 4.04.1.5 revised: 01/01/99 chapter 4 - hydrology (For more info, see any standard hydrology textbook.) 3. Exceptions must be approved EBDLKUP-2015v2.1.xlsx spreadsheet Dense vegetation such as woodland intercepts and help . Create quantity summary sheets. Because the rainfall This new rainfall data is considered best available data The program outputs the member forces for use in either a working stress design or a load factor design in accordance with the AASHTO Standard Specifications for Highway Bridges, 17th Ed.