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37455

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8746
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5887
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13
7285
14806

22104

13737

37450
2
3

14122
Bridge No. 2, Newfound Gap highway Great Smoky Mountains National Park Bridge No. 2, Newfound Gap highway, north side of park. Upstream elevation looking east. Work done by US BPR force account, Roads and Trails funds... Completed 1934. Cost: $24,167.28; Eakin investigation photograph,Newfound Gap Highway Bridge No. 2; Little Pigeon River, II-F-(4)-NFG-11084, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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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
View on map 
1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
Bridge No. 3, Newfound Gap Highway Great Smoky Mountains National Park Bridge No. 3, Newfound Gap Highway, over West Prong of Little Pigeon River, North side of Park... Downstream elevation, looking east; Work done by US BPR force account, Roads and Trails funds... Completed 1934. Cost: $37,679.68; Eakin investigation photograph,Newfound Gap Highway Bridge No. 3; Little Pigeon River, II-F-(4)-NFG-11086, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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Bridge No. 3, Newfound Gap Highway Great Smoky Mountains National Park Bridge No. 3, Newfound Gap Highway, over West Prong of Little Pigeon River, North side of Park... Downstream elevation, looking east; Work done by US BPR force account, Roads and Trails funds... Completed 1934. Cost: $37,679.68; Eakin investigation photograph,Newfound Gap Highway Bridge No. 3; Little Pigeon River, II-F-(4)-NFG-11087, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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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1952
Bridge No. 2, Newfound Gap highway
Bridge No. 2, across overflow channel
Bridge No. 2, across overflow channel
Bridge No. 2, over Anthony Creek
Bridge No. 2, over Anthony Creek
Bridge No. 2, over Bear Creek
Bridge No. 2, over Bear Creek
Bridge No. 2, over Chasteen Creek
Bridge No. 2, over Chasteen Creek
Bridge No. 2, over Deep Creek
Bridge No. 2, over Deep Creek
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Lynn Camp Prong
Bridge No. 2, over Lynn Camp Prong
Bridge No. 2, over Middle Prong
Bridge No. 2, over Middle Prong
Bridge No. 2, over Moore Springs Branch
Bridge No. 2, over Moore Springs Branch
Bridge No. 2, over Moore Springs Branch
Bridge No. 2, over Moore Springs Branch
Bridge No. 2, over Parsons Branch
Bridge No. 2, over Parsons Branch
Bridge No. 2, overflow channel, Forney Creek
Bridge No. 26, over unnamed branch
Bridge No. 26, over unnamed branch
Bridge No. 3 over Hazel Creek
Bridge No. 3 over Hazel Creek
Bridge No. 3 over Parsons Branch
Bridge No. 3, Newfound Gap Highway
Bridge No. 3, Newfound Gap Highway
Bridge No. 3, main channel, Forney Creek
Bridge No. 3, main channel, Forney Creek
Bridge No. 3, over Anthony Creek
Bridge No. 3, over Anthony Creek
Bridge No. 3, over Bradley Fork
Bridge No. 3, over Bradley Fork
Bridge No. 3, over Deep Creek
Bridge No. 3, over Deep Creek
Bridge No. 3, over Huskey Branch
Bridge No. 3, over Huskey Branch
Bridge No. 3, over Indian Creek
Bridge No. 3, over Indian Creek
Bridge No. 3, over Mingus Creek
Bridge No. 3, over Mingus Creek
Bridge No. 3, over Moore Springs Branch
Bridge No. 3, over Moore Springs Branch
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