IMAGINiT Civil Solutions Blog

4-Way Intersections – Maintain Both Crowns

This blog’s entry covers the assembly group’s construction and logic for a 4-way intersection that maintains both roadway crowns. My next blog entry will cover tee intersections that contain offsets.

When creating the intersection assemblies, it is a challenge to determine what assembly configurations are needed to complete the intersection. The assembly configurations are determined by the type of
intersection you are designing. When the intersection is a 4-way and holds both crowns the curb return assembly builds the intersection.  See the right side of Figure 1.

Figure 1: Maintain Primary Crown and Maintain Both Crowns

The reason for this difference is how the secondary road completes its portion of the intersection.  In a 4-way intersection holding both crowns, the curb assembly completes the intersection between the primary and secondary roads. See Figure 2.

Figure 2: The Curb Sweep Follows Both Road Crowns

Assemblies – Primary Road

The assemblies for the primary road are found in Figure 3. When the intersection is a 4-way and it holds both crowns, the design uses only the Primary Road – Full Section.

The Primary Road Half Sections –Right and Left are used only if the primary road has any widening. Both assemblies must be assigned to the intersection even though they may not be used.

Figure 3: Primary Road Intersection Assemblies

Figure 3: Primary Road Intersection Assemblies

Assemblies – Secondary Road

The secondary road assemblies are in Figure 4.

The last assembly in Figure 4 is the curb return assembly. The curb assembly follows a curb return alignment and creates the intersection.  The intersection creation process prefers the right curb assembly.

The Secondary Road Half Section –Daylight Left and Right sections are used when there is a secondary road widening.

With a 4-way intersection with no widening, only the secondary road full section and curb return are used to create the intersection.

Figure 4: Secondary Road Intersection and the Right Curb ReturnAssemblies

Intersection Assembly Assignment

When creating the 4-way intersection, you must assign the correct assemblies. Figure 5 has the assembly assignments for a 4-way Intersection that holds both roadway crown elevations.

Figure 5: Assembly Assignment for a 4 Way Intersection Holding Both Crowns

Corridor Properties – 4-Way Intersection Maintain Both Crowns

The resulting intersection from a 4-way intersection holding both roadway crowns with no widening uses the minimum number of assemblies. See Figure 6.

Figure 6: Corridor Properties for a 4 Way Intersection Maintaining Primary Crown

Happy intersection designing!

Moving Ahead for Progress in the 21st Century Act

old news....but

On July 6, 2012, President Obama signed into law a new two year transportation reauthorization bill, the Moving Ahead for Progress in the 21st Century Act ("MAP-21"; P.L. 112-141).

“MAP-21 takes effect October 1, 2012. The new law provides $561 million in fiscal year (FY) 2013 and $572 million in FY 2014 for the Agency's administrative expenses and grant programs.

The first multi-year transportation authorization enacted since 2005

• Funds surface transportation programs at over $105 billion for fiscal
  years (FY) 2013 and 2014
• Transforms the framework for investments to guide the growth and
  development of the country’s vital transportation infrastructure”

So what’s this got to do with Civil 3D

“Sec. 1304: Innovative Project Delivery Methods”

“The purpose of the innovative project delivery methods provision under Section 1304 of MAP-21 is to promote the use of innovative technologies and practices that increase the efficiency of construction, accelerate construction, improve the safety, improve the quality, reduce congestion from construction, and extend the service life of highways and bridges”

Sec 1503 (j)

(A) accelerate and improve the environmental review process;
(B) increase effective public participation;
(C) enhance the detail and accuracy of project designs;
(D) increase safety;
(E) accelerate construction, and reduce construction costs; or
(F) otherwise expedite project delivery with respect to transportation projects that receive Federal funding.”

A perfect fit for the Autodesk suites and BIM process.

Autodesk®
Infrastructure Design Suite is a comprehensive software solution combining the tools to plan, design, build and manage utility and civil infrastructure.

• Plan and manage with improved insight
• Design smarter and faster with intelligent model-based tools
• Evaluate project performance with integrated analysis and simulation
• Communicate with visualisation across the lifecycle

I did not mean for this to seem like an Autodesk sales pitch, but join the dots, and decide.  Here is the ROI  on your Autodesk products and in the training of your staff as it applies to the proper utilization of the product. The opportunities are out there for grabs.

“The Federal share payable may be increased by up to 5 percent of the total project cost, not to exceed 100 percent, for projects determined to meet the requirements specified in 23 U.S.C. 120(c)(3).”1

Helpful links

http://en.wikipedia.org/wiki/Moving_Ahead_for_Progress_in_the_21st_Century_Act

http://www.fhwa.dot.gov/map21/guidance/index.cfm

http://www.dot.gov/map21

http://www.fhwa.dot.gov/map21/qandas/qaipd.cfm

Interoperability between SDF and Civil 3D parcels

GIS is playing an increasingly important role in Architecture, Engineering and Construction (AEC) companies by supporting all phases of infrastucture management. In the recent years it has become evident in the industry that the GIS groups within AEC companies have been elevated to a position of not only mandating digital standards but are also responsible for the management of the massive amount of digital design data that is created by their Engineering and Geomatics departments.

So how does the GIS department easily and efficiently move data between the different groups and software, not only to create a GIS database but also to address the creation of BIM?

Autodesk has provided us with the suits and although suits were to address BIM, let’s take a small peek at the interoperability between Map3D’s SDF file and Civil3D parcels as it realties to the traditional GIS data management.

In a recent Map class I was teaching a topic on connection to a SDF file and the tools on how to split and merge features. However it is evident that C3D provides a far superior tool to creating, merging and splitting parcels than those tools available in Map3D. That is the topic of this paper, how to create and edit parcels in Civil 3D and push it back to the SDF file.

So here is the scenario. The GIS department manages all the data for the parcel property. The parcels may have up to a dozen (ten if you want to be metric) feature data. Our Geomatics department is tasked with subdividing a parcel and once completed it needs to be pushed back up to the original SDF file.

Figure on the left is the original parcel layout and the one on the right is the subdivided parcel.         

 Map3D SDF to Civil 3D parcels and back again to Map3D SDF, essentially a roundhouse effect.

Bring the data in make changes and push it out again.

Phase 1 extracting the parcel from the SDF file and subdividing using Civil 3

1. In this first step you need to import the parcels from the master SDF file. To do that, in the insert tab, select Map Import command.
2. Select the master parcel sdf file
3. In the import dialog, in the data column select the browse button and select the create object data button. This will import the feature properties from the SDF file as object data.
4. In the import dialog also make sure you check the Import polygons as closed polylines. Define the area that you want imported and select the OK button. This will import polylines with object data.
5. Now that you have polylines you can use Civil 3D to create and subdivide parcels.
   • Alternatively you could create a FDO connection
     to the sdf file, check out the feature, Extract the geometry from feature and
     explode the feature to create a polyline and finally erase the feature from the
     drawing and check in all features to update the SDF. However this is a longer
     process.
6. In C3D export the parcels to a new SDF file, note none of these parcels have the feature data from the original SDF map feature.

 

Phase 2, appending the civil 3D parcels to original SDF file.

1. Start a new drawing.
2. Create an FDO to the master SDF file.
3. As you will need to update the master SDF file with the changes, the first step is to check out the feature parcels that were subdivided in step 5 above. Erase these parcels and select check in all features. The master SDF file has now been updated with the revised parcels removed. In the next step we will attempt to update the master SDF file with the newly created parcels.
4. Import the civil 3D parcel SDF file created in step 6 above. This step will create MPolygon objects in your drawing
5. Select the command create from geometry and select one parcel at a time and hit enter.
6. Map 3D will create a map feature and push it to the master SDF file.

 

So the round house did not work as planned, the tracks did not line up perfectly. Currently it is the only solution I could come up with. I have been in contact with Autodesk technical. But at the end of the day my wish list is

1. Ability to create a parcel from a checked out polygon feature and retain the feature properties even if it is only as object data.
2. When subdividing a civil 3D parcel all subdivided parcels should carry forward the feature properties or object data.
3. And finally, if there is a final in a software wish list. The ability in civil 3D, depending on the workflow, to either check in the C3D parcel feature or the command New Feature from geometry to allow you to push the C3D parcel back to the SDF file.

For now, the issue I have encountered, and will hopefully address in part 2, is how to, one, easily append in bulk, all the newly created parcels to the master SDF file and, two, how to retain the original feature data properties.

Note,
this paper is not meant to be a detail tutorial but merely a workflow outline.
If there is a demand for a step by step tutorial format, I will rework it into
part 2.

4-Way Intersections – Maintain Primary Crown

This blog’s entry covers the assembly group’s construction and logic for a 4-way intersection that maintains the primary roadway crown. My next blog entry will cover four way intersections that maintain both primary and secondary roadway crowns.

When creating the intersection assemblies, it is a challenge to determine what assembly configurations are needed to complete the intersection. The assembly configurations are determined by the type of intersection you are designing. When the intersection is a 4-way and holds the
primary crown the intersection flattens the secondary road when it intersects the primary road. When creating this type of intersection, the primary road intersection assembly must have both roadway lanes.  See the left side of Figure 1.

Figure 1: Maintain Primary Crown and Maintain Both Crowns

The reason for this difference is how the secondary road completes its portion of the intersection.  To create an intersection that maintains the primary crown, the primary road’s intersection assembly contains only the primary roadway lanes. The curb assembly completes the intersection between the
primary and secondary roads. See Figure 2.

Figure 2: Secondary Road’s Curb Sweep Follows the Primary Road’s ETW

When creating an intersection holding the Primary roads’ crown, the intersection assembly contains only the primary road’s lanes. See Figure 3.

Figure 3: Primary Road Through Section

Assemblies – Primary Road

The assemblies for the primary road are found in Figure 4. When the intersection is a 4-way and it holds the primary roadway crown, the intersection uses Primary Through Section.

The Primary Road Half Sections –Right and Left are used only if the primary road has any widening. The wizard assigns both assemblies to the intersection even though they may not be used.

Figure 4: Primary Road Intersection Assemblies

Assemblies – Secondary Road

The secondary road assemblies are in Figure 5.

The last assembly in Figure 5 is the curb return assembly. The curb assembly follows a curb return alignment and creates the secondary’s portion of the intersection. The intersection creation process prefers the right curb assembly.

The Secondary Road Half Section –Daylight Left and Right sections are used when there is a secondary road widening.

With a 4-way intersection with no widening, only the secondary road full section and curb return are used to create the intersection.

Figure 5: Secondary Road Intersection and the Right Curb Return Assemblies

Intersection Assembly Assignment

When creating the 4-way intersection, you must assign the correct assemblies. Figure 6 has the assembly assignments for a 4-way Intersection that holds the primary roadway’s crown elevations.

Figure 6: Assembly Assignment for a 4 Way Intersection Holding Both Crowns

Corridor Properties – 4-Way Intersection Maintain Primary Crown

The resulting intersection from a 4-way intersection holding the primary road’s crown with no widening creates a corridor with the properties shown in Figure 7. The primary road intersection assembly is Rosewood – (2).

Figure 7: Corridor Properties for a 4 Way Intersection Maintaining Primary Crown

Happy intersection designing!

Styles Getting Stuffy? Get 'Em Checked Out

Have you ever been to a doctor who prescribes medicine without understanding the ailment?  Or how about a mechanic that replaces parts until the problem is fixed?  Both of these scenarios can be overly expensive and downright dangerous!  The diagnosis of your CAD environment is no different.  If you’ve got a backfire in your workflows or an ache in your standards, proper diagnosis is key to developing a plan to fixing it.  This diagnosis process is the basis of IMAGINiT’s Civil 3D Health Check.

The Health Check focuses on your organization's people, processes, and technology to uncover any and all bottlenecks that might be holding you back from experiencing the full potential of the investments that have been made in these areas.

Processes - Through the course of the Health Check, interviews are held with key personnel representing multiple departments and offices within a firm.  The goal of these interviews is to gather information on the type of project work being done, the lifecycles of those projects, data management, project structures and data structures, as well as project collaboration techniques.

People - The aim is to provide very specific data on function areas where skill levels are high and where they can be improved through training.  During this stage, IMAGINiT provides access to a web-based learning management system where your staff performs skills assessments. The results are collected and documented in aggregate and individual form which is the basis of a specific, topic based, educational pathway.

Technology - The evaluation of technology centers around a qualitive look at the standards and technology currently deployed within your environment.  This evaluation provides a 3^rd party, non-biased look at the portions of the setup that work, what could be improved, and what is yet to be developed to move to that next stage of advanced utilization of your technology investments.

Overall, our Health Check process offers a thorough status audit to which a plan can be developed for improvements to be made within the facets covered.  From this status, a road to success can be developed and fulfilled with the prescription of parts that are required to get to the destination.  It provides a snapshot in development that can be used as a baseline metric to measure the success of efforts put into play to combat the ailments of inefficiency and unrealized productivity potential.

Where to find GIS data

Recently our team at IMAGINiT was asked to provide “links to sites where you and/or your customers have found easily accessible and free data. I’m especially interested in GIS data…”

I cannot take credit for this, our fearless leader; Kevin Breslin compiled the following list from contribution by members of our Civil team.

Hopefully these links are of some interest to you. If you have a favorite link for your province or state that is not in this list please send it in, maybe we can create a comprehensive list and add it as a sticky to this blog.

WMS
Data – FDO (free)

Open Street Maps http://www.openstreetmap.org/

Blog Post: http://blogs.rand.com/civil/2012/08/open-source-maps.html

USDA
Geospatial Data Gateway – Variety (free) http://datagateway.nrcs.usda.gov/

USGS
Geodata for Ohio (free) http://gis3.oit.ohio.gov/geodatadownload/data.aspx

Map
Warehouse (Paid for) Ontario, CA http://maps.firstbasesolutions.com/

Geobase
Maps (free) Canada http://www.geobase.ca/geobase/en/index.html

GeoDiscover
Variety (Mix) Canada http://geodiscover.cgdi.ca/

USGS
– Variety (free) http://nationalmap.gov/viewer.html

Cornell
University Geospatial Information Repository-Variety (free) New
York http://cugir.mannlib.cornell.edu/mapbrowse.jsp?series=counties

FEMA
Maps Service Center-Flood Maps (Paid for)https://msc.fema.gov/webapp/wcs/stores/servlet/FemaWelcomeView?storeId=10001&catalogId=10001&langId=-1

Productivity Tools for AutoCAD Civil 3D 2013

Earlier this month, Autodesk has released the AutoCAD Civil 3D Productivity Extension for Civil 3D 2013. The extension is a release of several utilities featured on the Autodesk Labs Website and other sources.

The first utility is for borehole data. This utility allows you to import and create diagrams representing borehole data.

The next utility is Bridge Modeler. This utility allows a user to develop a bridge model from corridor data (alignments and profiles). After preliminary design work, the bridge model can be transferred to Autodesk Revit Structure Bridge Model Extension for tweaking.

Next is the Carogramma Utility. This utility maps locations and quantifies for a site’s cut and fill areas.

The Corridor Solids Extraction for Civil 3D corridor shape and links allows the corridor’s shapes and links to be used in Autodesk Revit, Navisworks and 3ds Max Design.

Civil View is included in this extension. This utility exports Civil 3D objects to 3ds Max Design and provided several ‘furniture’ sets for illustrating a Civil 3D design. The furniture sets include cars,
lighting, and people.

The Import/Export Extension for Genio included and allows users to import and export MXROAD data into Civil 3D. The extension uses the GENIO or binary "modelfile" format as data
sources.

The Autodesk Geotechnical Module integrates this data typeinto Civil 3D surfaces. The utility manages surfaces and profiles for use in BIM environments.

The Rail Track Layout Utility adds to the capability to set out and edit track turnout geometry from a user configurable library.

The remaining extensions are for international customers or customers that work with or have design projects outside of the USA.

You can download all or only those extensions you wish to work with from your Autodesk Subscription Website.

Happy Extensions!

Data Management for Civil Professionals - On Demand Webcast Available

The Data Management Options for Civil Professionals webcast is now available for on-demand viewing in the IMAGINiT webcast archive. Registration is required, but access is free.

via blogs.rand.com

Check out this great presentation from our very own Joe Hedrick on the ways data management and Civil 3D have improved over the years.

Tee Intersections – Maintain Both Crowns

This blog’s entry covers the assembly group’s construction and logic for tee intersections that maintain both roadway crowns. My next blog entry will cover four way intersections that maintain the primary road’s crown through the intersection.

When creating the intersection assemblies, it is a challenge to determine what assembly configurations are needed to complete the intersection. The assembly configurations are determined by the type of intersection you are designing. When the intersection is a tee and holds the primary crown the intersection flattens the secondary road when it intersects the primary road. When creating this type of intersection, the primary road intersection assembly must have both roadway lanes.  See the left side of Figure 1. When the intersection type maintains both primary and secondary crown, the primary intersection assembly contains only half of the primary road assembly.  See the right side of Figure 1.

Figure 1: Intersection Types

The reason for this difference is how the secondary road completes its portion of the intersection.  To create an intersection that maintains both crowns, the primary road’s assembly contains a half section assembly and the curb assembly completes the intersection between the primary and secondary roads. See Figure 2.

Figure 2: Secondary Road’s Curb Sweep Follows the Primary Road’s Crown

The primary road’s intersection assembly is either a half right or left daylight assembly. The assembly has only one lane to the right or left. See figure 3. The left half is for intersecting secondary roads from the right and the right half is for secondary roads intersecting from the left.

Figure 3:  Primary Road Part (Half) Section – Daylight Left and Right

Assemblies – Primary Road

The assemblies for the primary road are found in Figure 4. When the intersection is a Tee and you hold both crowns, the Primary Road –Right and Left assemblies must contain a roadway’s half section. Both of these assemblies must be assigned to the intersection even though only one will be used.

The Primary Road Part Section – Daylight Right is for intersections where the secondary road intersects on the roadway’s left side. The Primary Road Part Section – Daylight Left is for intersections where the secondary road intersects on the roadway’s right side. Even though both sections are assigned in the wizard only one of the sections is used.

Figure 4: Primary Road Intersection Assemblies

Assemblies – Secondary Road

The secondary road assemblies are in Figure 5. The Secondary Road Half Section –Daylight Left and Right sections are used when there is a secondary road widening.

The last assembly in Figure 5 is the curb return assembly. The curb assembly follows a curb return alignment and creates the secondary’s portion of the intersection. The intersection creation process prefers the right curb assembly.

With a Tee Intersection with no widening, only the secondary road full section is used to create the intersection.

Figure 5: Secondary Road Intersection and the Right Curb Return Assemblies

Intersection Assembly Assignment

When creating the Tee Intersection, you must assign the correct assemblies. Figure 6 has the assembly assignments for a Tee Intersection that holds both crown elevations.

Figure 6: Assembly Assignment for a Tee Intersection Holding Primary Crown

Corridor Properties – Tee Intersection Maintain Both Crowns

The resulting intersection from a Tee Intersection holdingCorridor Properties – Tee Intersection Maintain Both Crowns the primary road’s crown with no widening uses the minimum number of
assemblies. See Figure 7.

Figure 7: Corridor Properties for a Tee Intersection Maintaining Both Crowns

Happy intersection designing!

Tee Intersections – Maintain Primary Crown

This blog’s entry covers the assembly group construction and logic for tee intersections that maintain the primary road’s crown. The intersection flattens the secondary roadway’s crown to finish intersection. My next blog entry will cover a tee intersection that maintains both crowns.

When creating this intersection type’s assemblies, it is a challenge to determine what assembly configurations are needed to complete the intersection. The assembly configurations are determined by the type of intersection you are designing. When the intersection is a tee and holds the primary crown, the intersection flattens the secondary road where it intersects the primary road.

When creating this type of intersection, the primary road intersection assembly must have both roadway lanes.  See the left side of Figure 1. When the intersection type maintains both primary
and secondary crown, the primary intersection assembly contains only half of the primary road assembly.  See the right side of Figure 1.

Figrue 1: Intersection Types

The reason for this difference is how the secondary road completes its portion of the intersection. When the secondary road flattens to intersect the primary road, the secondary road completes the intersection by following the primary road’s ETW elevations. See Figure 2.

Figure 2: Tee Intersection - Hold Primary Crown

The primary road’s intersection assembly is either a right or left daylight assembly. The assembly has both lanes, because both lanes proceed through the intersection. See figure 3.

Figure 3: Primary Road Section -  Daylight Left and Right

Assemblies – Primary Road

The assemblies for the primary road are found in Figure 4.
When the intersection is a Tee, the Primary Road –Right and Left assemblies must contain both roadway lanes. Even though the wizard assigns both assemblies to the intersection only one will be used. The one that is used is on the opposite side of the intersecting road.

The Primary Road Section – Daylight Left Section is for intersections where the secondary road intersects on the roadway’s right side. The Primary Road Section – Daylight Right Section is for intersections where the secondary road intersects on the roadway’s left side.

Figure 4: Primary Road Intersection Assemblies

Assemblies – Secondary Road

The secondary road assemblies are displayed in Figure 5.

The Secondary Road Half Section – Daylight Right and Left Sections are used when the secondary road contains a widening.

The last assembly in Figure 5 is the curb return assembly.
The curb assembly follows a curb return alignment which creates the transition from the secondary road to the primary road. When using the curb assembly, the intersection creation routine prefers a right curb assembly.

With a Tee Intersection with no widening, only the secondary full section is used to create the intersection.

Figure 5: Secondary Road Intersection and the Right Curb Return Assemblies

Intersection Assembly Assignment

When creating an Intersection, you must assign the correct assemblies in the intersection wizard. Figure 6 displays the assembly assignments for a Tee Intersection that holds the primary road’s crown.

Figure 6: Assembly Assignment for a Tee Intersection Holding Primary Crown

Corridor Properties – Tee Intersection Hold Primary Crown

The resulting intersection holds the primary road’s crown. See Figure 7. This intersection type and with not widening uses the fewest assemblies.

Figure 7:

Corridor Properties for a Tee Intersection Maintaining the Primary Road’s Crown

Happy intersection designing!