MDOT CORS M H M P Andy Semenchuk

  • Slides: 29
Download presentation
MDOT CORS & M. H. M. P Andy Semenchuk, P. S. MSRN ADMINISTRATOR

MDOT CORS & M. H. M. P Andy Semenchuk, P. S. MSRN ADMINISTRATOR

A review of definitions ± : continuously operating reference station ° What is it?

A review of definitions ± : continuously operating reference station ° What is it? A permanently mounted GPS receiver. ± ± : High Accuracy Reference Network : Michigan Height Modernization Project ± ± : Federal Base Network : Cooperative Base network

What is a Reference/ Base Station Defined by “Webster” ± ref • er •

What is a Reference/ Base Station Defined by “Webster” ± ref • er • ence, n. , 1. referred or consulted as a centering point ± base, n. , 1. the fundamental part or foundation ± sta • tion, n. , 1. a place or position where something is to remain 2. a place equipped for some particular kind of work, service, or broadcasting

MDOT CORS ± First step in a in creating a Homogeneous 3 D geodetic

MDOT CORS ± First step in a in creating a Homogeneous 3 D geodetic network in the state. ± First CORS installed in Jackson, Michigan on September 2000. ± CORS system was originally installed by MDOT for our own use. ± Today it has become similar to a public road. °Available to everyone at no cost!!!

MDOT CORS BACKGROUND ± Department had been using GPS for static and rapid static

MDOT CORS BACKGROUND ± Department had been using GPS for static and rapid static control work since 1991. ± MDOT used to have 38 crews state wide with each crew containing 8 people. ± Today there are 8 crews statewide with no more than 2 to 3 person/crew The Road budget has quadrupled in the same time frame. ± We had to get the work out.

Behind the Eight Ball ± The Survey and Photogrammetry Units were understaffed and ill

Behind the Eight Ball ± The Survey and Photogrammetry Units were understaffed and ill prepared for the magnitude of requests we receive. ± We did not possess the staff nor technology to complete the work. ± The end result was the inability to deliver our product to our customer in a timely manner.

Search For Solutions ± We needed to develop solutions for the situation. ± Our

Search For Solutions ± We needed to develop solutions for the situation. ± Our goal: To produce accurate survey and photogrammetry data quicker and more efficiently. ± We looked at several areas of our process: § survey request timing § Consultant contact scoping improvements § Application of new technology to improve the actual process of surveying. The Earl of Cone

CORS BECAME A REALITY ± We investigated different methods to get the work out

CORS BECAME A REALITY ± We investigated different methods to get the work out and realized that we were spending lots of hours bringing control to a project. ± We decided to implement a reference network across the state that would assist us in the control process. ± The next step was to “Sell” the idea to the management at MDOT.

Management’s Concerns ± Management was rightly concerned with the following: °Is this technology proven?

Management’s Concerns ± Management was rightly concerned with the following: °Is this technology proven? °What will be the overall costs? °What will be the costs savings to the department? °How long before we recoup our initial investment? ± After satisfying managements concerns, they gave us the go ahead.

The Michigan Spatial Reference Network (56) Fifty six GPS receivers 6 more waiting for

The Michigan Spatial Reference Network (56) Fifty six GPS receivers 6 more waiting for spring thaw. Lets open the door and see a bit Located at various more about this network MDOT and county faciltites. RTK (RTCM) Available VIA WEB All controlled by Spider. NET software. Jackson “UNIV” Station

Building the Monuments ± We researched and consulted with Structural and mechanical engineers to

Building the Monuments ± We researched and consulted with Structural and mechanical engineers to try and build stable monuments for the conditions we encounter in Michigan. ± We decided and a 2 part mount. °The base consisting of a reinforced concrete monument 24” in diameter by 12 feet below grade. °And the mast which is know commonly known as an “Earlconic”.

SITE PHOTOS Cable Trench Looking in the monument hole. Waiting for the concrete.

SITE PHOTOS Cable Trench Looking in the monument hole. Waiting for the concrete.

Site Selection. ± The first 12 sites we had planned were selected on the

Site Selection. ± The first 12 sites we had planned were selected on the following criteria. ° Must be on MDOT property ° Must have had an existing dedicated LAN connection. ° Must have met visibility requirements and suitable soils for stability.

Completion of Initial stations ± The initial stations were installed in a 3 month

Completion of Initial stations ± The initial stations were installed in a 3 month period. ± During this 3 month period we decided to implement a user interface to access the data. °www. mdotcors. org was born. °In its 5 years of existence we have had over 30, 000 downloads for the data. °This does not include the people who get the MSRN data directly from NGS.

Positioning the CORS ± We then decided to position the CORS relative to the

Positioning the CORS ± We then decided to position the CORS relative to the HARN. ± We mobilized the MDOT survey forces and discovered that we needed help. ± We asked for volunteers and the response was overwhelming: °Dept. of Natural Resources °Private sector stepped up to the plate °Ferris State University Students

Positioning CORS ± We had originally planned 2 5. 5 hour sessions to position

Positioning CORS ± We had originally planned 2 5. 5 hour sessions to position the CORS. ± After discussing with NGS we revised the sessions to create a 3 rd 5. 5 hour session. ± This observation also served as the re-observation of the HARN.

Cooperation PRIVA TE SECTO R Local Gov. Agencies other State Agencies `

Cooperation PRIVA TE SECTO R Local Gov. Agencies other State Agencies `

Phase Description ± Phase I (Real-Time Data Acquisition and Integrity Monitoring) ° Deploy network

Phase Description ± Phase I (Real-Time Data Acquisition and Integrity Monitoring) ° Deploy network of Static Stations ° Operational Testing ° Public Access (User training/ Workshops/Seminars ° MDOT Expansion ² County Expansion ² City Expansion ² Emergency/ Utilitarian expansion ± Phase II (Real-Time Broadcasting) ° In Planning ° Real-time PCS ° Policy for City/ County additions to network ± Phase III ° The future

Why Height Modernization? ± We already have the 2 D dimensional component (MSRN) in

Why Height Modernization? ± We already have the 2 D dimensional component (MSRN) in place why not add the height component and have a 3 D geodetic control network in the state? ± Other Benefits ° Land Surveying ° Land Use Planning ° Property Descriptions ° Great Lakes monitoring ° Floodplain Mapping ° Environmental Applications ° Precision Agriculture ° Precision GIS base mapping ° Navigation

MHMP ± Goals °Eliminate inconsistencies in the vertical network ²Result will be a homogeneous

MHMP ± Goals °Eliminate inconsistencies in the vertical network ²Result will be a homogeneous vertical network °Replace and supplement control in High growth areas where control has been destroyed. °Statewide 3 D Control Network. °Further enhance RTK.

± Phase Description ° Phase 1 ²Define a pilot area ²Secure funding through state

± Phase Description ° Phase 1 ²Define a pilot area ²Secure funding through state funds and Federal highway research funds. ²Complete pilot project area using consultant forces. Ù 2 PHASES (2 separate contracts) ¤ Monument Placement ¤ 2 nd order class 1 Leveling and GPS ²Report Results. ° Phase 2 ²Secure Congressional funding. Ù Can be officially called “height modernization” ²Ongoing until state is completed (long term) Ù 10 year window for completion.

What is involved with Monument placement ± Monuments ° Poured concrete 16” Diameter by

What is involved with Monument placement ± Monuments ° Poured concrete 16” Diameter by 8’ in depth ° Monument will be re-enforced with 4 pieces of fiberglass rebar. ° Monuments will be located Approximately 1. 8 km to 2 km apart along the designated route. ° Monuments will be located as much as possible in areas that will give the longest monument life. ° 95% of monuments should be located in areas suitable for GPS purposes. ²Obstructions shall be kept to a minimum ²Foresight to future usage shall also be kept in mind.

2 nd Order Class 1 leveling ± All 2 nd order class 1 specs

2 nd Order Class 1 leveling ± All 2 nd order class 1 specs must be followed. ± Collimation performed daily ± 60 meter maximum backsight ± Backsights and foresight must be balanced. ± Double observe each section under different circumstances. ± Use turning pins (turtles) and Rod supports. ± The use of ATV’s are recommended where permitted to increase productivity.

Where are we today? ± Contract for monument placement will be released in the

Where are we today? ± Contract for monument placement will be released in the upcoming month. ° Consists of placement of monuments in Macomb, Wayne, St. Clair, and possibly Oakland Counties. ²Low bid/QBS contract ² Total number will be dependent on BID amount for monuments and on the number of recoveries of existing control. Ù 50% success rate in recoveries. ± Scope for leveling and GPS needs to be created. ° Contract will be issued in the spring ² can not commence till monument placement is complete. ² IDS pre-qualified contract ± Pilot Must be completed by 9/1/06

PARTNERS? ± We need partners at local level to achieve the same level of

PARTNERS? ± We need partners at local level to achieve the same level of success as with the MSRN. ° Partnering does NOT mean $ commitment. ²Different forms of Partners Ù Time Ù Resources Ù Talent Ù Education Ù Preservation ± If Stakeholders participate in the process it will almost ensure a successful program.

Questions? ? ?

Questions? ? ?