Download presentation
Presentation is loading. Please wait.
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?
Similar presentations
© 2025 SlidePlayer.com. Inc.
All rights reserved.