Bridge No. 16, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 25'x6', 27'x6', 23'x6'' width 10'; Abutments: North abutment is load-bearing, log breastwall; south abutment, wooden block under each stringer rests on large boulder; Immediate support: Log bents on mud sills; Superstructure: 3 log stringers 14 to 16; split log deck with 3 runners; Condition: North abutment, poor--logs need replacing; south abutment and bents, ok; stringers, rotten; deck and guard wall, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200. Bridge Maintenance Report of 1951; FOR-153 Forney Creek Road; Bridge No. 16, main channel, Forney Creek, II-F-(5)-11289, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 17, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 26.5'x4', 22.5'x4'; width 10'; skew 15 degrees; waterway area 190 sq. ft. Abutments: Log bents backed by HPRE; Intermediate Supports: Log bent; Superstructure: 3 log stringers, each span 12 to 16; split log deck with 3 runners; Condition: Whole bridge appears ok, except deck, which is poor; Proposed: Replace with steel, stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 17, main channel, Forney Creek, II-F-(5)-11291, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 17, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 26.5'x4', 22.5'x4'; width 10'; skew 15 degrees; waterway area 190 sq. ft. Abutments: Log bents backed by HPRE; Intermediate Supports: Log bent; Superstructure: 3 log stringers, each span 12 to 16; split log deck with 3 runners; Condition: Whole bridge appears ok, except deck, which is poor; Proposed: Replace with steel, stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 17, main channel, Forney Creek, II-F-(5)-11290, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, across overflow channel
Great Smoky Mountains National Park
Bridge No. 2, (log) across overflow channel; Dimensions: 2 span- 11' x 4' each; width 10'; skew 10 degrees; Abutments: 18 log on HPRE; Intermediate Support: log bent on mud sill; Superstructure: 5 log stringers, 12 to 14; 3 plank decking; Condition: Fair, except caps and wheel guards, which are poor; Proposed: Replace with steel stringers, wood deck, 1 span, 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11199, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, across overflow channel
Great Smoky Mountains National Park
Bridge No. 2, (log) across overflow channel; Dimensions: 2 span- 11' x 4' each; width 10'; skew 10 degrees; Abutments: 18 log on HPRE; Intermediate Support: log bent on mud sill; Superstructure: 5 log stringers, 12 to 14; 3 plank decking; Condition: Fair, except caps and wheel guards, which are poor; Proposed: Replace with steel stringers, wood deck, 1 span, 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11198, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Anthony Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 21' x 3', 26' x 5', and 11' x 3'; skew 10 degrees; Abutments: Log sills; Intermediate Support: Log bents; Superstructure: 5-12 to 14 log stringers; plank deck with 3 plank runners; Conditions: Poor; Proposed: Replace with steel stringers, wood deck, 1 span 24' x 6'; Estimate: $1, 200,Bridge Maintenance Report of 1952 CAD-168, Anthony Creek Road; Bridge No. 2, over Anthony Creek, II-F-(5)-11350, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Anthony Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 21' x 3', 26' x 5', and 11' x 3'; skew 10 degrees; Abutments: Log sills; Intermediate Support: Log bents; Superstructure: 5-12 to 14 log stringers; plank deck with 3 plank runners; Conditions: Poor; Proposed: Replace with steel stringers, wood deck, 1 span 24' x 6'; Estimate: $1, 200,Bridge Maintenance Report of 1952 CAD-168, Anthony Creek Road; Bridge No. 2, over Anthony Creek, II-F-(5)-11351, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Bear Creek
Great Smoky Mountains National Park
Dimensions: Single span of 25'x8'; no skew; width 10'l waterway opening 200 sq. ft. Abutments: Log still on HPRE; Superstructure; 3 log stringers, 10 to 14; 3 plank deck; Condition: Caps rotten; deck poor; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 10'x4'; Estimate: $700.Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 2, over Bear Creek, II-F-(5)-11307, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Bear Creek
Great Smoky Mountains National Park
Dimensions: Single span of 25'x8'; no skew; width 10'l waterway opening 200 sq. ft. Abutments: Log still on HPRE; Superstructure; 3 log stringers, 10 to 14; 3 plank deck; Condition: Caps rotten; deck poor; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 10'x4'; Estimate: $700.Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 2, over Bear Creek, II-F-(5)-11306, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Chasteen Creek
Great Smoky Mountains National Park
Bridge No. 2, over Chasteen Creek; Dimension: 1 span- 18'x5' at right angles; width 14'; Abutment: log bents backed by HPRE; Superstructure: 6 - 10 to 14 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except bottom of bent post and caps, which are rotten; Proposed: Replace with steel stringers, wood deck, 1 span 26'x5'; Estimate: $1, 300.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11226, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Chasteen Creek
Great Smoky Mountains National Park
Bridge No. 2, over Chasteen Creek; Dimension: 1 span- 18'x5' at right angles; width 14'; Abutment: log bents backed by HPRE; Superstructure: 6 - 10 to 14 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except bottom of bent post and caps, which are rotten; Proposed: Replace with steel stringers, wood deck, 1 span 26'x5'; Estimate: $1, 300.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11227, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Deep Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 42;, at right angles, 10' wide; Abutments: Log cribbing, offset with wood bents; Superstructure: 4 - 14 log stringers; 3 plank decking; Condition: Wheel guard, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 42'x6'; Estimate: $2, 100; NOTE: Bridge located in front of Ranger Station.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 2, over Deep Creek, II-F-(5)-11242, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Deep Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 42;, at right angles, 10' wide; Abutments: Log cribbing, offset with wood bents; Superstructure: 4 - 14 log stringers; 3 plank decking; Condition: Wheel guard, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 42'x6'; Estimate: $2, 100; NOTE: Bridge located in front of Ranger Station.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 2, over Deep Creek, II-F-(5)-11243, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11240, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11238, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11239, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Bridge No. 2, over Kephart Prong; Dimensions: 4 span- 20x6, at right angles; width 9.5'; Abutments: West - 12x12; East - 24 log sill; Intermediate Support: 12x12 caps and logs on 30 log sill; Superstructure: 4 - 14 to 20 log stringers lapped to 12 depth at seals; 3 plank deck with 3 plank runners; Proposed: Replace with steel stringers, wood deck, 1 span 24'x6'; Estimate $1, 200.Bridge Maintenance Report of 1952; OCO-145, Kephart Prong Road, II-F-(5)-11237, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11241, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Lynn Camp Prong
Great Smoky Mountains National Park
Bridge No. 2, over Lynn Camp Prong; Dimension: 1 span- 49' x 22', at right angles; width 12.7'; Abutments: Concrete; Superstructure: 2-50' x 5' 6 1/2 steel trusses; 3 plank deck laid diagonal on 6 x 8 floor beams; Condition: Excellent, except deck, which is poor; Proposed: replace decking out of regular maintenance,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11174, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Lynn Camp Prong
Great Smoky Mountains National Park
Bridge No. 2, over Lynn Camp Prong; Dimension: 1 span- 49' x 22', at right angles; width 12.7'; Abutments: Concrete; Superstructure: 2-50' x 5' 6 1/2 steel trusses; 3 plank deck laid diagonal on 6 x 8 floor beams; Condition: Excellent, except deck, which is poor; Proposed: replace decking out of regular maintenance,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11173, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Middle Prong
Great Smoky Mountains National Park
Bridge No. 2, over Middle Prong; Dimensions: 2 span- 50' x 12', 25' x 18'; Skew 20 degrees, width 12'; Intermediate support: concrete pier; Abutments: Concrete; Superstructures: 50' span (2), 50' x 5' 6 1/2 deck truss; 25' span (2) 24 X 7 I-beams; deck 3 planks laid diagonal on 6 x 8 floor beams; Condition: excellent, except deck and wheel guard, which are poor; Proposed: Replace decking out of regular maintenance,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11172, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Middle Prong
Great Smoky Mountains National Park
Bridge No. 2, over Middle Prong; Dimensions: 2 span- 50' x 12', 25' x 18'; Skew 20 degrees, width 12'; Intermediate support: concrete pier; Abutments: Concrete; Superstructures: 50' span (2), 50' x 5' 6 1/2 deck truss; 25' span (2) 24 X 7 I-beams; deck 3 planks laid diagonal on 6 x 8 floor beams; Condition: excellent, except deck and wheel guard, which are poor; Proposed: Replace decking out of regular maintenance,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11171, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 27' x 4.5'; no skew; width 13'; Abutments: 18 logs of HPRE; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck rotted away; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 32' x 6'; Estimate: $1, 600,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11338, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 3 span- 15 x 4.5', 18' x 4.5', 8' x 1.5'; skew, bridge none: stream, 20 degrees; Abutments: Log stills: Intermediate Support: Log bent piers: Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good: rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans 30'x4'; Estimate: $3, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11326, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 27' x 4.5'; no skew; width 13'; Abutments: 18 logs of HPRE; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck rotted away; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 32' x 6'; Estimate: $1, 600,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11339, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 3 span- 15 x 4.5', 18' x 4.5', 8' x 1.5'; skew, bridge none: stream, 20 degrees; Abutments: Log stills: Intermediate Support: Log bent piers: Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good: rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans 30'x4'; Estimate: $3, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11327, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Parsons Branch
Great Smoky Mountains National Park
Bridge No. 2, over Parsons Branch; Dimensions: 3 spans @ 12.5' x 4'; 25' x 6'; 24' x 5', Skew-Bridge 30 degrees left, stream 45 degrees, width 11'; Abutments: 24 log sills on HPRE; Intermediate Supports: Heavy log bents; Superstructure: 5-12 to 18 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)-11151, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Parsons Branch
Great Smoky Mountains National Park
Bridge No. 2, over Parsons Branch; Dimensions: 3 spans @ 12.5' x 4'; 25' x 6'; 24' x 5', Skew-Bridge 30 degrees left, stream 45 degrees, width 11'; Abutments: 24 log sills on HPRE; Intermediate Supports: Heavy log bents; Superstructure: 5-12 to 18 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 1951; CAD-100 Parsons Branch Road, II-F-(5)-11150, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, overflow channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: One span - 17'x6'; skew 30 degrees; width 10'; area waterway 90 SF; Abutments: Rock-filled log cribs; Superstructure: 3 - 12 to 16 log stringers; 3 deck; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 1 span- 18'x6'; Estimate: $900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 2, overflow channel, Forney Creek, II-F-(5)-11266, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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)-11301, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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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