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Load Rating of Precast Box Culverts

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1 Load Rating of Precast Box Culverts
Brian Barngrover, P.E. January 18,2018

2 What is a Load Rating? Rigid Rugged Resilient

3 What is a Load Rating? “Units of live load that can be supported by a bridge before the structure reaches a defined limit state” Rigid Rugged Resilient

4 What is a Limit State? Rigid Rugged Resilient

5 What is a Limit State? (from LRFD) – “A condition beyond which the bridge or component ceases to satisfy the provisions for which is was designed.” Rigid Rugged Resilient

6 Simple example: Simple example of a bridge. Rigid Rugged Resilient

7 Simple example: Rigid Rugged Resilient
You have determined that your limit state is a crack at the centerline. Rigid Rugged Resilient

8 Simple example: Rigid Rugged Resilient
Your unit of live load is an elephant Rigid Rugged Resilient

9 Simple example: RF = 2.0 Rigid Rugged Resilient
Based on your calculations, placing two elephants on this bridge is just enough to cause that centerline crack. Therefore, for this bridge, the RF = 2.0 Rigid Rugged Resilient

10 Where are Load Ratings defined?
TODO: Need picture of cover of load rating manual here In my opinion load ratings should be a chapter of LRFD Bridge Design Specification, as all elements of the rating equation are defined therein. Rigid Rugged Resilient

11 Rating Equation (from MBE):
Rigid Rugged Resilient

12 Rating Equation: RF = (C – DL) / LL
Rigid Rugged Resilient

13 Rating Equation: RF = (C – DL) / LL
C = Capacity of the bridge element (limit state) Rigid Rugged Resilient

14 Rating Equation: RF = (C – DL) / LL
C = Capacity of the bridge element (limit state) DL = Dead load effects (essentially all non-live loads) Rigid Rugged Resilient

15 Rating Equation: RF = (C – DL) / LL
C = Capacity of the bridge element (limit state) DL = Dead load effects (essentially all non-live loads) LL = Live load effects (based on one ‘unit’ of live load) Rigid Rugged Resilient

16 Which culverts need to be rated?
Only bridges are load rated Bridges were defined as having clear spans > 20’ The definition of a bridge has been changing Rigid Rugged Resilient

17 Required Load Ratings Rigid Rugged Resilient

18 Required Load Ratings Inventory Rating Rigid Rugged Resilient

19 Required Load Ratings Inventory Rating Operating Rating
Rigid Rugged Resilient

20 Trucks used in Rating Factors
Rigid Rugged Resilient

21 Vehicles used in Rating Factors
Design Vehicle Typically HL-93, “notional” truck, not a real one, used to design the bridge, millions of cycles Rigid Rugged Resilient

22 Vehicles used in Rating Factors
Design Vehicle Permit Vehicle Represents real trucks, typically defined by the state, far fewer number of cycles, allows for lower load factors Rigid Rugged Resilient

23 Vehicles used in Rating Factors
Design Vehicle Permit Vehicle Legal Vehicle Also represents real trucks, not typically required for design, usually reserved for existing bridges that do not rate using Design Vehicles, used for posting of load limits, can be used for design if required by a state Rigid Rugged Resilient

24 Load Rating Culverts Which limit states are checked?
Rigid Rugged Resilient

25 Load Rating Culverts Which limit states are checked? Flexure
Rigid Rugged Resilient

26 Load Rating Culverts Which limit states are checked? Flexure Shear
Rigid Rugged Resilient

27 Load Rating Culverts Which limit states are checked?
Flexure Shear Where are these limit states checked? Rigid Rugged Resilient

28 Load Rating Culverts Which limit states are checked?
Flexure Shear Where are these limit states checked? At the critical sections Rigid Rugged Resilient

29 Where are the critical sections?
Rigid Rugged Resilient

30 Where are the critical sections?
For flexure, there are three possible locations (+ mid-span) Rigid Rugged Resilient

31 Where are the critical sections?
For flexure, there are three possible locations Rigid Rugged Resilient

32 Where are the critical sections?
For flexure, there are three possible locations Rigid Rugged Resilient

33 Where are the critical sections?
For flexure, there are three possible locations Rigid Rugged Resilient

34 Where are the critical sections?
For shear, there are two possible locations (+ mid- span) Rigid Rugged Resilient

35 Where are the critical sections?
For shear, there are two possible locations Rigid Rugged Resilient

36 Where are the critical sections?
For shear, there are two possible locations Rigid Rugged Resilient

37 Getting to 1.0 Maximum moment/maximum shear Axial loads Steel yields
Critical section locations – can you move them? Haunches in the structural model Always distribute wheel loads Always check iterative beta Critical section depths Rigid Rugged Resilient

38 Problems with Rating Culverts
Rigid Rugged Resilient

39 Problems with Rating Culverts
Older culverts design using LFD or ASD Rigid Rugged Resilient

40 Problems with Rating Culverts
Older culverts design using LFD or ASD Culverts at depths where LL can be neglected Rigid Rugged Resilient

41 Live ETCulvert Demo Rigid Rugged Resilient

42 Questions?


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