Bridge No. 26, over unnamed branch
Great Smoky Mountains National Park
Dimensions: One span- 26'; width 10'; Abutments: Log bents backed by HPRE; Superstructure: 3 - 14 to 18" log stringers; 3" plank deck; Condition: Satisfactory: Proposed: Replace with 18" CM pipe; Estimate: $80.",Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 26, over unnamed branch, II-F-(5)-11300, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3 over Hazel Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 25'x8', 35'x8', 35'x8'; skew 30 degrees; width 10'; Abutments: Log bent, backed by HPRE; Intermediate Support: 12 x 12, creosote timber bents, with spans 1 and 3 supplemented in center by log bents; Superstructure: 6 - 10 to 12 log stringers; 3 plank deck, with 3 plank runner; plank handrails; Condition: As a whole, bridge in poor condition; Proposed: Replace with steel stringers, 1 wood deck, 3 span 30'x10'; Estimate: $5, 000.Bridge Maintenance Report of 1952; HAX-158, Hazel Creek Road; Bridge No. 3 over Hazel Creek, II-F-(5)-11323, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3 over Hazel Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 25'x8', 35'x8', 35'x8'; skew 30 degrees; width 10'; Abutments: Log bent, backed by HPRE; Intermediate Support: 12 x 12, creosote timber bents, with spans 1 and 3 supplemented in center by log bents; Superstructure: 6 - 10 to 12 log stringers; 3 plank deck, with 3 plank runner; plank handrails; Condition: As a whole, bridge in poor condition; Proposed: Replace with steel stringers, 1 wood deck, 3 span 30'x10'; Estimate: $5, 000.Bridge Maintenance Report of 1952; HAX-158, Hazel Creek Road; Bridge No. 3 over Hazel Creek, II-F-(5)-11322, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3 over Parsons Branch
Great Smoky Mountains National Park
Bridge No. 3 over Parsons Branch; Dimensions: 3 spans @ 11' x 3 1/2', 24' x 6', 18.5' x 3.5' , Skew 15 degrees. Abutments: 24 log stills; Intermediate Support: Log bents; Superstructure: 5-16 to 20 log stringers, 3 plank deck'; Condition: Deck good, rest fair; Proposed: Replace with steel stringers wood deck, 2 spans 18' x 5'; Estimate: $1, 800,Bridge Maintenance Report of 1952; CAD-100, Parsons Branch Road, II-F-(5)-11152, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 22'x5', 21'x5', 21'x5', 16'x5'; skew 30 degrees; width 10'; area waterway 260 sq. ft. Abutments: Rock-filled log cribs; Intermediate Supports: Double bents of 12 to 16 logs; Superstructure: Each span, 3 log stringers, 12 to 16. Deck, split logs with 3 plank runners; Condition: Abutments poor; stringers good; deck poor; bents poor; Proposed: Replace with steel stringers, wood deck, 2 spans of 30'x6'; Estimate: $3, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 3, main channel, Forney Creek, II-F-(5)-11268, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 22'x5', 21'x4', 16;x5'; skew 30 degrees; width 10'; area waterway 260 sq. ft. Abutments: Rock-filled log cribs; Intermediate Supports: Double bents of 12 to 16 logs; Superstructure: Each span, 3 log stringers, 12 to 16. Deck, split logs with 3 plank runners. Condition: Abutments poor; stringers good; deck poor; bents poor; Proposed: Replace with steel stringers, wood deck, 2 spans of 30'x6'; Estimate: $3, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 3, main channel, Forney Creek, II-F-(5)-11267, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Anthony Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 15' x 2', 23' x 4', 17' x 2'; Abutments: Log sill; Intermediate Support: Log bents; Superstructure: 5-12: to 14: log stringers; 3 plank deck; log wheel guards; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 2 spans 22' x 4'; Estimate: $2, 200, Bridge Maintenance Report of 1952 CAD-168, Anthony Creek Road; Bridge No. 3, over Anthony Creek, II-F-(5)-11352, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Anthony Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 15' x 2', 23' x 4', 17' x 2'; Abutments: Log sill; Intermediate Support: Log bents; Superstructure: 5-12: to 14: log stringers; 3 plank deck; log wheel guards; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 2 spans 22' x 4'; Estimate: $2, 200, Bridge Maintenance Report of 1952 CAD-168, Anthony Creek Road; Bridge No. 3, over Anthony Creek, II-F-(5)-11353, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Bradley Fork
Great Smoky Mountains National Park
Bridge No. 3, over Bradley Fork; Dimensions: 2 span- 10'x8', 22'x8'; skew 15 degrees; width 9.5'; Abutment: Log crib, rock-filled; Intermediate Support: Log bents; Superstructure: 4 -12 to 16 log stringers; 3 plank deck, with 3 runners; Condition: Fair, except deck, which is rotten; Proposed: Replaced with steel stringers, wood deck, 1 span 30'x8'; Estimate: $1, 500.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11228, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Bradley Fork
Great Smoky Mountains National Park
Bridge No. 3, over Bradley Fork; Dimensions: 2 span- 10'x8', 22'x8'; skew 15 degrees; width 9.5'; Abutment: Log crib, rock-filled; Intermediate Support: Log bents; Superstructure: 4 - 12 to 16 log stringers; 3 1/4 plank deck with 3 runners; Condition: Fair, except deck, which is rotten; Proposed: Replace with steelstringers, wood deck, 1 span 30'x8'; Estimate: $1, 500,Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11229, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Deep Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 37'x10'; skew 30 degrees; width 11.5'; Abutments: West - log bent backed by log crib; East - log crib on boulder; Superstructure: 4 - 10 to 14 log stringers; 3 plank deck; Condition: Abutments, rotten: stringers, fair; deck, fair; Proposed: Replace with steel stringers, wood deck, 1 span 50'x10'; Estimate: $2, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 3, over Deep Creek, II-F-(5)-11245, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Deep Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 37'x10'; skew 30 degrees; width 11.5'; Abutments: West - log bent backed by log crib; East - log crib on boulder; Superstructure: 4 - 10 to 14 log stringers; 3 plank deck; Condition: Abutments, rotten: stringers, fair; deck, fair; Proposed: Replace with steel stringers, wood deck, 1 span 50'x10'; Estimate: $2, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 3, over Deep Creek, II-F-(5)-11244, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Huskey Branch
Great Smoky Mountains National Park
Bridge No. 3, over Huskey Branch; Dimensions: 1 span, 18.5' x 5', width 10.5', at right angles; Abutments: log crib; Superstructure: (3) 14 to 18 log stringers; 3 plank deck; Condition: Abutments, deck, guard rails, poor; stringers, sound; Proposed: Replace with steel stringer, wood deck, 1 span 16' x 4'; Estimate $1, 000,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11178, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Huskey Branch
Great Smoky Mountains National Park
Bridge No. 3, over Huskey Branch; Dimensions: 1 span, 18.5' x 5', width 10.5', at right angles; Abutments: log crib; Superstructure: (3) 14 to 18 log stringers; 3 plank deck; Condition: Abutments, deck, guard rails, poor; stringers, sound; Proposed: Replace with steel stringer, wood deck, 1 span 16' x 4'; Estimate $1, 000,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11177, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 23'x4.5'; skew 10 degrees; width 10'; Abutments: 12 log stills on HPRE; Superstructure: 4 -12 to 16 log stringers; 3 plank deck; Condition: Good; Proposed: Replace with steel stringers, wood deck, 1 span 26'x6'; Estimate: $1, 300. Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 3, over Indian Creek, II-F-(5)-11256, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 23'x4.5'; skew 10 degrees; width 10'; Abutments: 12 log stills on HPRE; Superstructure: 4 -12 to 16 log stringers; 3 plank deck; Condition: Good; Proposed: Replace with steel stringers, wood deck, 1 span 26'x6'; Estimate: $1, 300. Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 3, over Indian Creek, II-F-(5)-11257, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 3, over Mingus Creek; Dimensions: 1 span- 18' x 1'; skew 30 degrees; width 14'; Abutment: Log crib; Superstructure: 6 log stringers, 7 to 9; 2, 2-layer, plank deck; Condition: Stringers, fair; rest of bridge in poor condition; Proposed: Replace with steel stingers, wood deck, 2 spans 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11215, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 3, over Mingus Creek; Dimensions: 1 span- 18' x 1'; skew 30 degrees; width 14'; Abutment: Log crib; Superstructure: 6 log stringers, 7 to 9; 5, 2-layer, plank deck; Condition: Stringers, fair; rest of bridge in poor condition; Proposed: Replace with steel stingers, wood deck, 2 spans 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11216, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 25' x 3.5'; skew: bridge 10 degrees, stream 30 degrees; width 12'; Abutments: Log crib; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck rotted away; rest fair; Proposed: Replace with still stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 3, over Moore Springs Branch, II-F-(5)-11341, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 3 spans- 11'x7', 18'x7', 14'x6'; skew 30 degrees; width 12'; Abutments: Log sills, Intermediate Support: Log bent piers; Superstructure: 5 - 12 to 14 log stringers; 3 plank deck; Condition: Deck good; rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 3, over Moore Springs Branch, II-F-(5)-11328, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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