Chapter Four Ranking
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CHAPTER FOUR
THE RANKING
 

  

Table Four is the result of applying the criteria developed in Chapter Three to each of the resources.  In most cases the ranking of a resources is clear.  In the case of bridges, pavement width was the determining factor.  The following discussion will attempt to clarify the ranking of particular resources. 

Table Four: Ranking of Resources 

 

Resource Name

Resource Number

 

Immediately Threatened

 

Miami Original Nine Foot Segments

Original Roadbed South of Narcissa

Original Roadbed northeast of Afton

Horse Creek Bridge

Bridge over Spunky Creek

Bridge over Rock Creek

Little Deep Fork Creek Bridge

Bridge over Dosie Creek

Rock Island Line Viaduct

Bridge over unnamed Creek

 

 

5

6

7

8

18

26

37

47

61

77

 

 

Moderately Threatened

 

Bridge over Little Cabin Creek

Pryor Creek Bridge

Eleventh Street Arkansas River Bridge

Roadbed west of Supulpa

Bridge over Salt Creek

Ozark Trail Marker

Bridge over Cabin Creek

Arcadia Road Bed

Tank Farm Loop (County)

Tank Farm Loop (private)

Lake Overholser Bridge

Concrete Box Bridge

Canadian River Bridge

Bridge west of Bridgeport

Bridge over White Canyon Creek

Bridge over Dead Woman Creek

Bridge over Cedar Canyon Creek

Bridge east of Hydro

Bridge west of Hydro

Trestle east of Weatherford

Tiber Creek Bridge

 

10

12

22

27

43

46

50

54

31

32

56

66

71

74

75

76

78

79

80

81

109

 

Least Threatened

 

Foyil Road

Twin Bridges over Bird Creek

Rail Road Trestle

US281 Spur

Pedestrian Underpass

Roadbed West of El Reno

Powder Face Creek Bridge

Bridge over Creek

20 Mile Roadbed Segment (West of Canadian River Bridge)

Bridge over Unnamed Creek

Bridge west of Hinton

Roadbed east of I-40 in Custer County

Roadbed west of I-40 in Custer County

Roadbed west of Elk City

 

14

15

64

69

63

65

67

68

70

72

73

85

96

108

  

            Under Immediately Threatened resources, three require further comment.  At the time of our investigation, the Miami Original Nine-Foot Segment was covered with loose gravel in an apparent attempt to widen the roadbed surface.  Vehicles traveling over the surface of this original roadbed segment force the gravel into the pavement causing further degradation.  This gravel layer needs to be removed immediately.  The second resource of concern, Horse Creek Bridge, experiences considerable traffic volume.  Vehicular traffic as well as semi-tractor trailer truck traffic is heavy on this rather narrow bridge. Our primary concern is that this bridge will be replaced in the near future with a modern structure.  Finally, the Rock Island Line Viaduct is in very poor repair with guard rails and substructure supports in advanced stages of deterioration. 

            Bridges listed as Moderately Threatened were also of some concern.  We noticed in traveling on Resource 70, a twenty mile segment of road that begins just east of the Canadian River Bridge and extends westward, that a number of bridges over smaller creeks had been removed and replaced with culvert-like structures and drains.  This appears to be a very successful strategy in that the “bridge width” can be increased without substantial capital investment. Such replacement strategies, however, threaten existing bridges that may be considered too narrow or too costly to repair and/or maintain.  

The Eleventh Street Bridge over the Arkansas River, though having ample deck width, is no longer in use.  Rather, it is sealed off with cyclone fencing with no public access.  Though the bridge is not immediately threatened, neglect and lack of maintenance place it in jeopardy over the long term. 

The Ozark Trail marker is neither bridge nor roadbed, but a special feature.  Though vandalized on a regular basis, its welfare is the concern of surrounding townspeople. It is clear, however, that there is no active maintenance on the part of the county. 

The Least Threatened list contains a variety of resources: bridges, roadbeds, and one unique resource – the El Reno Pedestrian Underpass. This grade-separated pedestrian crossing is in very good condition and mostly needs attention and maintenance.  This is also true of the other resources in this category.