Rating of Local Bridges for SHVs Using Virtis Software Virtis/Opis User Group Meeting August 3-4,...
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Rating of Local Bridges for SHVs Using Virtis Software Virtis/Opis User Group Meeting August 3-4, 2010 Moises C. Dimaculangan, P.E. Minnesota Department
Rating of Local Bridges for SHVs Using Virtis Software
Virtis/Opis User Group Meeting August 3-4, 2010 Moises C.
Dimaculangan, P.E. Minnesota Department of Transportation
Specialized Hauling Vehicles What is a SHV? Single unit (SU)
trucks with closely-spaced multiple axles Maximum load of up to
nearly 80,000 lbs Must meet the Federal Bridge Formula B Considered
legal and typically allowed unrestricted operation Examples: Gravel
Trucks, Redi Mix Trucks, Milk Trucks
Bridge Rating for SHVs Why is bridge rating important? SHVs are
increasingly common on our roadways Effects on short span bridges
Fulfill National Bridge Inspection Standards (NBIS) requirements
Update local bridge rating database
Slide 6
Bridge Rating for SHVs Why is bridge rating important? (cont.)
Create a consistent summary of load carrying capacities of all
state bridges Used for bridge posting and for issuing overweight
permits Monitor safety of bridges over time Determine when
rehabilitation or replacement is needed
Slide 7
Bridge Rating for SHVs Type M3 Type M3S2-40 51 80 kips Type
M3S3 16 48 kips Minnesota legal trucks used to determine load
posting 47 80 kips
Slide 8
Rating Contract Funding - $800,000 from FHWA and State Aid
14,786 bridges in the local system Bridge selection process
Operating Rating < HS 27 Rating date, 30+ years old Rating
Method Bridge type Local agencies input - 2 year replacement 581
bridges selected for rating
Slide 9
Rating Contract
Slide 10
$1400 /bridge Data gathering, field investigation, inspections,
rating analysis 4 bridge rating contracts $200,000/contract
Bonestroo national firm HDR national firm LHB local firm WSN local
firm
Slide 11
Rating Contract Phase I May 2010 May 2011 Impact of the project
is statewide Heaviest concentration of work located in southern
Minnesota
Slide 12
Rating Contract Scope of work Information and Data Gathering
Examine current inventory rating sheets and inspection reports
Examine bridge files and records Field Investigations Bridge
inspections Field measurements
Slide 13
Rating Analysis Virtis 6.1 Bridge will be rated in Virtis
Provides consistency in rating Bridges not compatible with Virtis
will be rated by hand or other design approved software such as MDX
Rating analysis based on AASHTO Design Trucks, MnDOT Legal
(posting) Vehicles, and SHVs Ratings must meet AASHTO Manual for
Bridge Evaluation, MnDOT LRFD Bridge Design Manual requirements
Perform a complete QC of each rating
Slide 14
Rating Analysis Virtis 6.1 (cont.) Rating method Reinforced and
prestressed concrete bridges will be rated for both LFR and LRFR
methods Steel bridges - LFR method Timber bridges - ASR method
Slide 15
Rating Analysis Virtis 6.1 (cont.) Why use Virtis for local
bridges? Consistent with TH system Ease of permitting with local
bridges Ease of re-rating bridges when a change in rating codes,
bridges condition or truck configuration occurs
Slide 16
Challenges No plans available Timber and steel bridges
Prestress concrete bridges Physical Inspection Rating (PIR) No
Access Bridge No. 88494 Built in 1950 Concrete Slab Span 12ft in
length Operating Rating = HS18, Date: 1973
Slide 17
Br. No. 88494
Slide 18
Challenges Deteriorated Substructures Bridge No. L3612 Built in
1958 Timber Slab Span 26ft in length Operating Rating = HS26, Date:
1974
Slide 19
Br. No. L3612 Abutment pile failure from earth pressure
Slide 20
Br. No. L3612 Deteriorated abutment pile
Slide 21
Challenges Unique Design Bridge No. 92079 Built in 1958 Steel
Beam Span 16ft in length Operating Rating = HS20, Date: 1973
Slide 22
Br. No. 92079
Slide 23
Slide 24
Br. No. 90343 Concrete slab span 20ft long Built in 1923
Operating rating = HS19 Rating Date: 1973 No plans available
Slide 25
Br. No. 90343
Slide 26
Br. No. 94063 Steel beam span 17ft long Built in 1941 Operating
rating = HS20 Rating Date: 1973
Slide 27
Br. No. 94063
Slide 28
Slide 29
Future Project Phase II $500,000 budget, 2011-2012 contract
FHWA audit of load ratings and postings Emphasis on load rating
updates Help locals with permitting by giving them procedures and
guidelines Accommodate changing truck weights