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Whenever reports are issued on structures' conditions that identify deficient
bridges, the numbers not only include
structurally deficient bridges, but include those identified as
functionally obsolete. Bridges are considered functionally obsolete
if they have deck geometry, frequent flooding, clearance or approach roadway
alignment that no longer meets the criteria for the system for which the bridge
is a part.
Since a significant number of these structures are identified on the State
system, and since SHA is constantly working to improve the overall system, we
believe the time has come to not only continue efforts to eliminate all
structurally deficient bridges, but to begin to identify, prioritize and
perform construction efforts to reduce the number of functionally obsolete
bridges that we believe affect traffic flow and safety and can be economically
accomplished.
During Calendar Year 2005, SHA completed the first step in this effort, which
was to identify all functionally obsolete bridges on our system, indicating the
characteristics causing them to be functionally obsolete. During Calendar Year
2006, we completed our evaluation of the deficiencies that caused the structures
to be functionally obsolete. We have broken down the deficiencies by
categories; the results are shown below. (Some bridges are both functionally
obsolete and structurally deficient; structures with both deficiencies are only
listed under structurally deficient bridges.)
The number of structures on the functionally obsolete bridge list is 411 as of
the 2007 submittal. There are no structurally deficient bridges included in
this number.
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Total Number of State Bridges = 2584
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| Deck Geometry |
Under Geometry Horizontal |
Under Geometry Vertical |
Approach Geometry |
Flooding |
| 244 |
138 |
12 |
16 |
1 |
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Note: Some structures are functionally obsolete in several categories.
For charting purposes, they are only listed under one heading.
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Total = 411
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Deck Geometry - 244 bridges are FO in this Category
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| Deck Width Deficiency |
Number of structures |
| 2 feet or less |
81 |
| Over 2 feet to 4 feet |
71 |
| Over 4 feet to 6 feet |
40 |
| Over 6 feet |
52 |
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Under Geometry - Horizontal clearance 138 bridges are FO in this category
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| Minimal clearance to vertical obstruction |
Number of structures |
| 1 foot or less |
81 |
| Over 1 foot to 2 feet |
5 |
| Over 2 feet to 3 feet |
6 |
| Over 3 feet to 4 feet |
25 |
| Over 4 feet |
21 |
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Under Geometry - Vertical clearance 12 bridges are FO
in this category
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| Vertical Clearance |
No of structures |
| Under 10 feet |
0 |
| 10 feet to 12 feet |
2 |
| 12 feet to 13 feet |
0 |
| 13 feet to 14 feet |
10 |
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| Bridge # |
Route Carried |
Feature intersected |
Vertical clearance |
ADT Under |
| 2302200 |
MD 90 |
Ocean Parkway |
10'-0'' |
2,000 |
| 1303400 |
US 40 |
Patapsco Forest Road |
11'-1'' |
unknown |
| 1303500 |
US 1 |
Race Track Road |
13'-1'' |
unknown |
| 1510400 |
I-495 |
Macarthur Boulevard |
13'-6'' |
13,120 |
| 2109403 |
I-70 EB |
Licking Creek, County Road |
13'-6'' |
100 |
| 0312300 |
I-695 |
Ingleside Avenue |
13'-9'' |
10,864 |
| 0323900 |
I-70 |
Ingleside Avenue |
13'-11'' |
13,017 |
| 0314900 |
I-695 |
Greenspring Avenue |
14'-0'' |
11,666 |
| 0316600 |
I-695 |
Joppa Road |
14'-0'' |
14,903 |
| 1514300 |
I-495 NW Ramp |
Macarthur Boulevard |
14'-0'' |
15,650 |
| 1610803 |
MD 4 SB |
Race Track Road |
14'-0'' |
unknown |
| 1610804 |
MD 4 NB |
Race Track Road |
14'-0'' |
unknown |
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Maximun Legal Height of Vehicle Including Load is 13'6''
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FUNCTIONALLY OBSOLETE BRIDGES
DUE TO APPROCH GEOMETRY
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There are 16 structures which are FO in this category.
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The structures in this category were rated functionally obsolete because
approaching traffic needs to make driving adjustments (slow down,sharp turn,
etc.) before crossing the bridge.
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FUNCTIONALLY OBSOLETE BRIDGES DUE TO FLOODING
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The one structure in this category is MD 12 over the Pocomoke River.
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General
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Clearly, inadequate bridge clear roadway width (lack of shoulders) is the major
contributor to functionally obsolete bridges in Maryland. We identified those
bridges where the bridge deck clear roadway was less than 24 feet and found 49
structures. Review of our photo inventory shows that the approach roadway
section leading into and out of these bridges does not carry any shoulder
either.
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Now that we've narrowed the number down to 411 functionally obsolete bridges,
we are gathering accident statistics to see whether or not any of these
functionally obsolete structures are causing an extraordinary amount of
accidents because of the deficiencies. It is not our intention to do any work
on a functionally obsolete roadway width unless the structure is scheduled for
work to improve its capacity. At that time, the functional obsolescence will be
addressed as well. For deck replacements, we will add as much width as portions
of the existing substructure and superstructure can tolerate.
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Horizontal and vertical clearance inadequacies can usually only be handled by
total replacements of the structure. This also includes lowering the
roadway below, or raising the roadways above, which makes any efforts in this
category highly unlikely unless there is a definite safety or traffic flow
problem.
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