Segment |
Survey Property Number |
Observed Traffic
Volume |
Threats Particular to Roadbeds and
decking |
Threats particular to
Bridges |
Threats Particular To all Resources
|
Maintenance Conditions |
Comments |
Threats to Substructure and
Supports |
Threats to Superstructure Members |
Threats to Rails and Safety
Features |
Miami Original
Nine-Foot Section of Pavement |
5 |
Light |
Cracking due to weathering frost, vegetation, gravel
being graded over the existing road |
|
|
|
|
Gravel / minimal maintenance |
Concern for tenuous nature of pavement |
Horse Creek Bridge |
8 |
Extremely
Heavy |
Weight of commercial vehicles using this bridge |
|
|
|
|
|
Narrow Width, 24 foot wide pavement, no shoulders |
Eleventh Street Arkansas River Bridge |
22 |
None, |
Cracking pavement, weeds growing in cracks |
|
|
|
|
No apparent maintenance |
No longer used for traffic, needs reuse options; Closed
to vehicular and pedestrian traffic |
Bridge No. 18
at Rock Creek |
26 |
Moderate |
Brick pavement cracking |
Flood waters can cover deck |
Rusting supports and structure |
Extensive
Damage |
Utility Pipeline attached to deck support members |
No apparent maintenance, lower chord of sway bracing
hit by high water |
Narrow 18 foot pavement, constraints on height
clearance |
Arcadia Route 66
Roadbed |
54 |
Light |
Cracking due to frost, vegetation and weathering |
|
|
|
|
Minimal maintenance |
Note difference between “Bates modified” and “Bates
original” segments |
US 281 Spur, Roadbed
known as the Bridgeport Section |
69 |
Light |
Cracking and weathered pavement, with some asphalt
patches |
|
|
|
|
Concrete pavement with asphalt patches |
Original concrete, note lip in pavement at edges |
Roadbed South of Narcissa |
6 |
Light |
Cracking due to weathering frost, vegetation, gravel
being graded over the existing road |
|
|
|
|
Gravel / minimal maintenance |
Concern for tenuous nature of pavement |
Roadbed northeast of Afton |
7 |
Light |
Cracking due to weathering frost, vegetation, gravel
being graded over the existing road |
|
|
|
|
Gravel / minimal maintenance |
Concern for tenuous nature of pavement |
Bridge #1860-0724X over Little Cabin
Creek |
10 |
Medium |
|
|
|
|
|
|
22 foot deck width; Overall good condition |
Pryor Creek Bridge |
12 |
Light |
Cracking and neglected |
|
|
|
|
Rust needs paint |
18 foot width, has both height and weight limits |
Foyil Roadbed |
14 |
Light |
Cracking due to weathering frost, vegetation, gravel
being graded over the existing road |
|
|
|
|
minimal maintenance |
Concern for tenuous nature of pavement |
Twin Bridges over Bird Creek |
15 |
Heavy |
|
|
Members rusted and in need of paint |
|
|
Twin bridges overall good condition; need paint |
|
Bridge over Spunky Creek
#66E0570N4080006 |
18 |
Light |
Deteriorating wooden planks |
Some wooden supports damaged |
Members rusted and cracking |
Rails worn and damaged by traffic |
Appears to be damaged by periodic flooding |
Wooden deck covered in gravel and in need of repair
and attention |
Single land 12 foot wide deck; need immediate attention |
Roadbed west of Supulpa |
27 |
Light |
Cracking due to weathering frost, vegetation, gravel
being graded over the existing road |
|
|
|
|
minimal maintenance |
Concern for tenuous nature of pavement |
Tank Farm Loop
Roadbed (County control) |
31 |
Light |
Cracking and neglect |
|
|
|
|
Asphalt patches |
18 foot wide pavement |
Tank Farm Loop
Roadbed (private) |
32 |
Light |
Cracking and vegetation |
|
|
|
|
|
18 foot wide pavement |
Little Deep
Fork Bridge |
37 |
Somewhat remote, not on the regularly traveled sections |
Deteriorating wooden planks |
|
Members rusted and cracking |
Rails worn and damaged by traffic |
Appears to be subject to floods |
Wooden Deck with gravel on top |
Could support only light- weight vehicles, single lane
14 feet wide. |
Bridge over Salt Creek |
43 |
none |
Cracked pavement and deterioration at road/deck seam |
|
|
|
|
|
Deck width 20 feet; no longer used for traffic; one end
barricaded |
Ozark Trail Marker |
46 |
|
|
|
|
|
Extensive graffiti |
|
Remote location |
Bridge over Dosie Creek
#41E0890N3520007 |
47 |
Light |
Deteriorating wooden planks |
|
Members rusted and cracking |
Rails worn and damaged by traffic |
|
Wooden deck covered in gravel and in need of repair
and attention |
Deck 16 feet wide; one wooden lane |
Bridge over Captain Creek
#4124-0157X |
50 |
Medium |
Cracked pavement and deterioration at road/deck seam |
|
|
|
|
|
Deck 22 feet wide; 10 foot wide lanes |
Lake
Overholser Bridge |
56 |
Medium |
Cracked pavement due to weathering |
|
Members painted and in good condition |
Good condition |
|
Concrete deck with asphalt overlay |
Narrow lanes, 2 ten foot wide lanes, no shoulders |
Rock Island Line Viaduct |
61 |
|
|
|
|
|
|
|
|
Pedestrian
Underpass |
63 |
|
|
|
|
|
Graffiti and dumping of garbage in tunnel |
Needs periodic cleaning |
good condition |
Rail Road Trestle |
64 |
|
|
|
|
|
|
|
|
Roadbed west of El Reno |
65 |
Light |
|
|
|
|
|
|
Generally in good condition, two 10 ft wide lanes,
concrete pavement no overlay. |
Concrete Drain Box |
66
(within 65) |
Medium |
Asphalt overlay on deck severely cracked |
|
|
Damaged concrete rails |
Cattle fencing applied to drain |
Rails need immediate attention |
Basically in good condition, needs immediate
maintenance, stamped 1928 date of construction. |
Bridge
over Powder Face Creek |
67
(within 65) |
Medium |
|
|
|
Damaged concrete rails |
|
Concrete deck in good condition |
Construction dates 1932 stamped on bridge |
Bridge
over Creek |
68 (within 65) |
Medium |
|
|
|
|
Barbed wire attached to bridge |
Concrete deck in good condition |
Construction dates 1932 stamped on bridge, deck
supported by six I-beams |
20
mile segment of Roadbed beginning on the east side of Canadian River |
70 |
Light |
Cracking and weathered pavement, with some asphalt
patches |
|
|
|
|
Concrete pavement with asphalt patches |
Some bridges removed and replaced with culverts like
structures and drains |
Bridge
over Canadian River |
71 (within 70) |
Light |
|
|
|
|
Utility and pipelines attached to bridge, some graffiti |
Asphalt deck well maintained |
25 foot wide deck, no shoulders |
Bridge
over unnamed Creek |
72 (within 70) |
Meduim |
Narrow deck |
|
I-beam supports sporadic rust |
|
|
Concrete deck in good condition |
30 foot-wide deck, initial approach spans supported by
concrete uprights while center of bridge supported by fabricated metal posts |
Bridge
.75 miles west of Hinton Jct. |
73 (within 70) |
Medium |
Asphalt patches on deteriorating seams |
|
|
|
|
Concrete deck in with asphalt patches |
Four spans, seven I-beam deck beams, 27 foot-wide deck |
Bridge
1.4 miles west of the Bridgeport town turnoff |
74 (within 70) |
Medium |
|
|
Rusting I-beam deck supports |
|
|
|
27 foot wide deck |
Bridge
over White Canyon Creek |
75 (within 70) |
Medium |
|
|
|
Some damage to concrete rails |
|
|
Excellent condition, 27 foot wide deck |
Bridge
over Dead Woman Creek |
76 (within 70) |
Medium |
|
|
|
Rusting members |
|
|
22 foot wide deck, 4 deck beams, 6 deck stingers,
concrete abutments |
Bridge
over unnamed Creek |
77 (within 70) |
Medium |
|
West abutment undermined by creek erosion |
|
|
|
|
22 foot wide deck |
Bridge
over Cedar Canyon Creek |
78 (within 70) |
Medium |
|
|
Rusting members |
|
|
Concrete deck with asphalt patching |
Overall good condition, needs paint, 1930 date in
abutment, 22 foot wide deck |
Bridge
1.3 miles east of Hydro Town turnoff |
79 (within 70) |
Medium |
|
|
I-beams supporting deck rusting |
Concrete rails damaged by traffic accidents |
Modern riprap abuts substructure |
Damaged rails need attention |
Deck and structure in good condition, six I-beams, 22
foot wide deck |
Bridge
1.4 miles west of the Hydro Town turnoff |
80 (within 70) |
Medium |
|
|
All members show some rusting |
|
Concrete structures from adjacent I-40 abut concrete
substructure |
Members in need of paint |
Overall good condition, needs paint, 22 foot wide deck,
bridge stamped 1930 |
Trestle east of Weatherford |
81 (within 70) |
None, appears abandoned |
Vegetation growing between rails and ties, rotting
timber sub-deck upon which gravel deck with ties and track sits |
|
Rusting I-beam supports |
|
Concrete supports and deck supports contain graffiti |
Track appears abandoned |
This spur appears to be abandoned, timbers rotting |
Roadbed east of I-40 in Custer
County |
85 |
|
|
|
|
|
|
|
|
Roadbed west of I-40 in Custer
County |
96 |
|
|
|
|
|
|
|
|
Roadbed west of Elk City |
108 |
|
|
|
|
|
|
|
|
Tiber
Creek Bridge |
109 |
Medium |
Very narrow roadway |
|
|
|
Portal struts removed to facilitate larger vehicles;
Graffiti on some members |
Appears to have been recently painted |
Good condition, 18 foot wide deck |