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37455

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Location

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130
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30
500
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273
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191
295
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3
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139
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2
8
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73
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295
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262
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51
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28
3
6
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3
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108
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727
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15

23
4
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4992
33
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26
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105
491
24
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4
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226
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1054
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33
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11
6
21
2
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7
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107
8746
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3
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48
5887
12
39
3

13
7285
14806

22104

13737

37450
2
3

14122
Bridge No. 6, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span- 20'x4'; skew 10 degrees; width 10.3'; Abutments: 12 half-log stills on U-type HPRE; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimates: $1, 000.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 6, over Indian Creek, II-F-(5)-11263, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
View on map 
1952
Bridge No. 6, over Lost Creek Great Smoky Mountains National Park Bridge No. 6, over Lost Creek; Dimensions: 1 span- 20' x 4', at right angles, width 10.5'; Abutment: 14 log sills; Superstructure: 3-14 to 16 log stringers; 3 plank deck; Condition: Abutment, veer poor; wheel guards, poor; rest of bridge, fair; Proposed: replace with steel stringers, wood deck- 1 span 10' x 4'; Estimate: $650,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11181, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
View on map 
1952
Bridge No. 6, over Lost Creek Great Smoky Mountains National Park Bridge No. 6, over Lost Creek; Dimensions: 1 span- 20' x 4', at right angles, width 10.5'; Abutment: 14 log sills; Superstructure: 3-14 to 16 log stringers; 3 plank deck; Condition: Abutment, veer poor; wheel guards, poor; rest of bridge, fair; Proposed: replace with steel stringers, wood deck- 1 span 10' x 4'; Estimate: $650,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11182, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
View on map 
1952
Bridge No. 6, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 1 span- 17' x 2.5'; skew, none; width 13'; Abutments: Log sills; Superstructure: 5-12 log stringers; split log deck; 3 plank runners; Condition: Deck poor, rest fair; Proposed: Replace with steel stringers; wood deck, 1 span 12' x 4'; Estimate: $700,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 6, over Moore Springs Branch, II-F-(5)-11346, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 6, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 1 span- 17' x 2.5'; skew, none; width 13'; Abutments: Log sills; Superstructure: 5-12 log stringers; split log deck; 3 plank runners; Condition: Deck poor, rest fair; Proposed: Replace with steel stringers; wood deck, 1 span 12' x 4'; Estimate: $700,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 6, over Moore Springs Branch, II-F-(5)-11347, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 6, over Ramsey Prong Great Smoky Mountains National Park Bridge No. 6 (log), over Ramsey Prong; Dimensions: 6 spans- 23' x 3.5', 24' x 10.5', 28' x 16', 40' x 10.5', 22' x 3.5', 24' x 3.5'; width 10.7'; skew 10 degrees; Abutments: West-log crib East- 16 log sill; Intermediate Support: Piers 1, 2, and 5, double log bents on mud sills; Piers 3 and 4, double story leg bents with bottom story quad. log bent; upper story double log bents knee-braced to stringers; Superstructures: 5 log stringers, 12 to 16, 3 plank deck; Condition: Caps and mud sills, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 3 spans: (1) 40' x 16' and (2) 22' long; Estimate: $5, 500,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11207, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 6, over Ramsey Prong Great Smoky Mountains National Park Bridge No. 6 (log), over Ramsey Prong; Dimensions: 6 spans- 23' x 3.5', 24' x 10.5', 28' x 16', 40' x 10.5', 22' x 3.5', 24' x 3.5'; width 10.7'; skew 10 degrees; Abutments: West-log crib East- 16 log sill; Intermediate Support: Piers 1, 2, and 5, double log bents on mud sills; Piers 3 and 4, double story leg bents with bottom story quad. log bent; upper story double log bents knee-braced to stringers; Superstructures: 5 log stringers, 12 to 16, 3 plank deck; Condition: Caps and mud sills, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 3 spans: (1) 40' x 16' and (2) 22' long; Estimate: $5, 500,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11206, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 6, overflow channel Great Smoky Mountains National Park Dimensions: Single span, 25'x2.5'; skew 45 degrees; width 10'; area waterway 50 sq. ft. Abutment: Log Crib; Superstructure: ; Condition: Abutments poor; stringers sound; deck poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span of 26'x4'; Estimate: $1,300. Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 6, overflow channel, II-F-(5)-11272, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7 over West Prong of Little Pigeon River Great Smoky Mountains National Park Bridge No. 7 over West Prong of Little Pigeon River, Newfound Gap Highway. Work done by US BPR Force account, Roads and Trails funds... Completed 1936. Cost $110,029.77; Downstream elevation, looking east... Eakin investigation photograph,Newfound Gap Highway Bridge No. 7 Chimneys Campground, II-F-(4)-NFG-11102, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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Bridge No. 7, Taywa Branch Great Smoky Mountains National Park Bridge No. 7, Taywa Branch; Dimensions: 1 span 19'x6', at right angles; width 10'; Abutment: Log cribs; Superstructure: 4 - 10 to 12 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 12'x6'; Estimate: $600.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11233, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, Taywa Branch Great Smoky Mountains National Park Bridge No. 7, Taywa Branch; Dimensions: 1 span 19'x6', at right angles; width 10'; Abutment: Log cribs; Superstructure: 4 - 10 to 12 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 12'x6'; Estimate: $600.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11234, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Deep Creek Great Smoky Mountains National Park Dimensions: 1 span - 37'x10'; skew 0 degrees; width 10.5'; Abutments: Rock-filled log cribs, supplements by log bent at east abutments, and 12 x 12 bent west abutment; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers wood deck, 1 span 40'x10'; Estimate: $2, 000.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 7, over Deep Creek, II-F-(5)-11250, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Deep Creek Great Smoky Mountains National Park Dimensions: 1 span - 37'x10'; skew 0 degrees; width 10.5'; Abutments: Rock-filled log cribs, supplements by log bent at east abutments, and 12 x 12 bent west abutment; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers wood deck, 1 span 40'x10'; Estimate: $2, 000.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 7, over Deep Creek, II-F-(5)-11251, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Forge Creek Great Smoky Mountains National Park Bridge No. 7, over Forge Creek; Dimensions: 3 spans 17' x 5', 26' x 5', 18' x 5', skew 30 degrees, width 11'; Abutments: 30 log sills; Intermediate Support: log bents; Superstructure: 5-14 to 18 log strategies , 3 plank decking; Condition: deck good, rest fair; Proposed: replace with steel stringers, wood deck, 2 spans 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11160, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Forge Creek Great Smoky Mountains National Park Bridge No. 7, over Forge Creek; Dimensions: 3 spans 17' x 5', 26' x 5', 18' x 5', skew 30 degrees, width 11'; Abutments: 30 log sills; Intermediate Support: log bents; Superstructure: 5-14 to 18 log strategies , 3 plank decking; Condition: deck good, rest fair; Proposed: replace with steel stringers, wood deck, 2 spans 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11159, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Mingus Creek Great Smoky Mountains National Park Bridge No. 7, over Mingus Creek; Dimensions: 1 span- 17'x3'; skew 5 degrees; width 10.5'; Abutments: 16 log sills on HPRE; Superstructure: 4 - 8 to 10 log stringers; 3 plank deck; Condition: Decking good; wheel guard, poor; rest of bridge, fair; Proposed: Replace with steel stringer wood deck, 1 span 24'x4'; Estimate: $1, 200. Bridge Maintenance Report of 1952; OCO-144, over Mingus Creek, II-F-(5)-11224, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Rough Creek Great Smoky Mountains National Park Bridge No. 7, over Rough Creek; Dimensions: 2 spans- 19' each; width 10'; Abutment: log crib; Intermediate Support: Log crib pier; Superstructure: (3) 14 to 16 log stringers; 3 plank deck; Condition: Abutments, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans 12' x 4'; Estimate $1, 500,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11183, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 3 span- 19'x6', 21'x8', 15'x6'; skew: bridge 30 degrees, stream 45 degrees; width 12'; Abutments: South - log bent; North - 28 log still; Intermediate Support: Log bent on solid rock; Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good, rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x6'; Estimate: $2, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 7, over Twentymile Creek, II-F-(5)-11333, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 3 span- 19'x6', 21'x8', 15'x6'; skew: bridge 30 degrees, stream 45 degrees; width 12'; Abutments: South - log bent; North - 28 log still; Intermediate Support: Log bent on solid rock; Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good, rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x6'; Estimate: $2, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 7, over Twentymile Creek, II-F-(5)-11332, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over small branch Great Smoky Mountains National Park Bridge No. 7 (log), over small branch; Dimensions: one 15' span, width 12.3'; Abutments: log sill on HPRE; Superstructure: 5 log stringers, 10 to 16; split log decking; Condition: Fair, except deck and wheel guard, which are poor; Proposed: replace with steel stringers and wood deck, 1 span 10' x 4'; Estimate $500, Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11208, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, over small branch Great Smoky Mountains National Park Bridge No. 7 (log), over small branch; Dimensions: one 15' span, width 12.3'; Abutments: log sill on HPRE; Superstructure: 5 log stringers, 10 to 16; split log decking; Condition: Fair, except deck and wheel guard, which are poor; Proposed: replace with steel stringers and wood deck, 1 span 10' x 4'; Estimate $500, Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11209, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, overflow channel Great Smoky Mountains National Park Dimensions: 2 spans- 14'x5', 18'x5'; skew 15 degrees; width 12'; area waterway 150 sq. ft. Abutments: Log cribs; Intermediate supports: Log bent, 12 to 14 logs; Superstructure: 3 - 12 to 16 log stringers, deck of split logs with plank runners; Condition: South abutment, good; north abutment, poor; stringers, poor to fair; deck, poor; bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 30'x6'; Estimate: $1, 500.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 7, overflow channel, II-F-(5)-11275, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 7, overflow channel Great Smoky Mountains National Park Dimensions: 2 spans- 14'x5', 18'x5'; skew 15 degrees; width 12'; area waterway 150 sq. ft. Abutments: Log cribs; Intermediate supports: Log bent, 12 to 14 logs; Superstructure: 3 - 12 to 16 log stringers, deck of split logs with plank runners; Condition: South abutment, good; north abutment, poor; stringers, poor to fair; deck, poor; bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 30'x6'; Estimate: $1, 500.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 7, overflow channel, II-F-(5)-11274, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans- 22'x5', 24.5'x5', 20'x5'; skew 25 degrees; width 10.3; area waterway 290 sq. ft. Abutments: Log sills; Intermediate Support: Log bents; Superstucture: Each span has 3 - 12 to 18 log stringers; split log decking with runners; Condition: Mud sills rotten; stringers sound; decking poor; guard rails poor; bents, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans of 34'x6'; Estimate: $3, 400.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 8, main channel, Forney Creek, II-F-(5)-11277, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans- 22'x5', 24.5'x5', 20'x5'; skew 25 degrees; width 10.3; area waterway 290 sq. ft. Abutments: Log sills; Intermediate Support: Log bents; Superstucture: Each span has 3 - 12 to 18 log stringers; split log decking with runners; Condition: Mud sills rotten; stringers sound; decking poor; guard rails poor; bents, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans of 34'x6'; Estimate: $3, 400.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 8, main channel, Forney Creek, II-F-(5)-11276, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Forge Creek Great Smoky Mountains National Park Bridge No. 8, over Forge Creek; Dimensions: 3 spans- 24' x 4', 30' x 4', 22' x 4', skew 30 degrees left, stream 45 degrees left, width 11; Abutments: 24 log stills on HPRE; Intermediate Support: log bents; Superstructure: 5-14 to 18 log stringers, 3 plank deck; Condition: deck good, rest fair; Proposed: replace with steel stringers, wood deck, 2 span 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1951; Cades Cove Road, Route 3 CC, II-F-(5)-11162, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Forge Creek Great Smoky Mountains National Park Bridge No. 8, over Forge Creek; Dimensions: 3 spans- 24' x 4', 30' x 4', 22' x 4', skew 30 degrees left, stream 45 degrees left, width 11; Abutments: 24 log stills on HPRE; Intermediate Support: log bents; Superstructure: 5-14 to 18 log stringers, 3 plank deck; Condition: deck good, rest fair; Proposed: replace with steel stringers, wood deck, 2 span 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1951; Cades Cove Road, Route 3 CC, II-F-(5)-11161, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Left Prong Great Smoky Mountains National Park Bridge No. 8, over Left Prong; Dimensions: 2 span- 34' x 5.5', 24' x 5.5', at right angles; width 10'; Abutments: North- 14 log sill South- HPRE; Intermediate Supports: Double log bent; Superstructure: (3) 12 to 18 log stringers; 3 plank deck; Condition: North abutment, undermined; bent undermined, and has dropped 1 foot; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 10' x 6'; Estimate: $1, 200,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11185, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Left Prong Great Smoky Mountains National Park Bridge No. 8, over Left Prong; Dimensions: 2 span- 34' x 5.5', 24' x 5.5', at right angles; width 10'; Abutments: North- 14 log sill South- HPRE; Intermediate Supports: Double log bent; Superstructure: (3) 12 to 18 log stringers; 3 plank deck; Condition: North abutment, undermined; bent undermined, and has dropped 1 foot; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 10' x 6'; Estimate: $1, 200,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11184, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 2 spans- 24'x5', 17'x5'; skew: bridge, none; stream, 45 degrees: width 12'; Abutments: 24 log sill on solid rock and HPRE; Intermediate Support: Log bent pier; Superstructure: 5 - 12 to 14 log stringers; split log deck, 3 runners; Condition: Deck almost gone; stringers and bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 32'x6'; Estimate: $1, 600. Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 8, over Twentymile Creek, II-F-(5)-11336, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 2 spans- 24'x5', 17'x5'; skew: bridge, none; stream, 45 degrees: width 12'; Abutments: 24 log sill on solid rock and HPRE; Intermediate Support: Log bent pier; Superstructure: 5 - 12 to 14 log stringers; split log deck, 3 runners; Condition: Deck almost gone; stringers and bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 32'x6'; Estimate: $1, 600. Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 8, over Twentymile Creek, II-F-(5)-11337, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 1 span - 25'x4.5'; skew: bridge none; stream 30 degrees; Abutments: 12 log sills; Superstructures: 5- 10 to 14 stringers; 3 plank deck; Condition: Good; Proposed: Replace with steel stringers, wood deck, 1 span 30'x5'; Estimate: $1, 500.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 8, over Twentymile Creek, II-F-(5)-11335, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 1 span - 25'x4.5'; skew: bridge none; stream 30 degrees; Abutments: 12 log sills; Superstructures: 5- 10 to 14 stringers; 3 plank deck; Condition: Good; Proposed: Replace with steel stringers, wood deck, 1 span 30'x5'; Estimate: $1, 500.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 8, over Twentymile Creek, II-F-(5)-11334, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over small branch Great Smoky Mountains National Park Bridge No. 8 (log), over small branch; Dimensions: 1 span- 18' x 2'; width 11', no skew; Abutment: Log sills on HPRE; Superstructure: 5 log stringers, 12 to 16; split log deck; Condition: deck and wheel guard, poor; rest of bridge, fair; Proposed: Replace with 48 C.M. pipe; Estimate: $400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11210, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 8, over small branch Great Smoky Mountains National Park Bridge No. 8 (log), over small branch; Dimensions: 1 span- 18' x 2'; width 11', no skew; Abutment: Log sills on HPRE; Superstructure: 5 log stringers, 12 to 16; split log deck; Condition: deck and wheel guard, poor; rest of bridge, fair; Proposed: Replace with 48 C.M. pipe; Estimate: $400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11211, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, main channel, Forney Creek Great Smoky Mountains National Park 4 spans- 20'x7', 17.5'x7', 22.5'x7', 24'x7'; width 10'; Abutments: None: at south end, stringers rest on solid rock, and at north end on mud sills; Intermediate Supports: bents of 12 to 16 logs; Superstructure: Each span, 3 - 12 to 16 log stringers; split log deck with runners; Condition: Stringers sound; deck poor; runners loose; bents fair; guard rails poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck 3 spans 20'x6'; Estimate: $3, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 9, main channel, Forney Creek, II-F-(5)-11279, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, main channel, Forney Creek Great Smoky Mountains National Park 4 spans- 20'x7', 17.5'x7', 22.5'x7', 24'x7'; width 10'; Abutments: None: at south end, stringers rest on solid rock, and at north end on mud sills; Intermediate Supports: bents of 12 to 16 logs; Superstructure: Each span, 3 - 12 to 16 log stringers; split log deck with runners; Condition: Stringers sound; deck poor; runners loose; bents fair; guard rails poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck 3 spans 20'x6'; Estimate: $3, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 9, main channel, Forney Creek, II-F-(5)-11278, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, over Forge Creek Great Smoky Mountains National Park Bridge No. 9, over Forge Creek; Dimensions: 3 spans- 25' x 4' each, width 11'; Abutments: 18 log sills; Intermediate Support; log bents; Superstructure 5-14' to 16 log stringers, 3 plank deck; Condition: Deck good; rest fair; Proposed: replace with steel stringers wood deck, 2 span 21' - 5'; Estimate R2, 100.Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11163, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, over Forge Creek Great Smoky Mountains National Park Bridge No. 9, over Forge Creek; Dimensions: 3 spans- 25' x 4' each, width 11'; Abutments: 18 log sills; Intermediate Support; log bents; Superstructure 5-14' to 16 log stringers, 3 plank deck; Condition: Deck good; rest fair; Proposed: replace with steel stringers wood deck, 2 span 21' - 5'; Estimate R2, 100.Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11164, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, over Middle Prong overflow Great Smoky Mountains National Park Bridge No. 9, over Middle Prong overflow; Dimensions: 3 span- 21' x 10', 32' x 10', 21' x 10'; width 10'; Abutments: log sills; Intermediate Support: double log bents; Superstructure: (3) 14 to 18 log stringers; 3 plank decking; Condition: sill rotten; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 12' x 8'; Estimate $750,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11187, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, over Middle Prong overflow Great Smoky Mountains National Park Bridge No. 9, over Middle Prong overflow; Dimensions: 3 span- 21' x 10', 32' x 10', 21' x 10'; width 10'; Abutments: log sills; Intermediate Support: double log bents; Superstructure: (3) 14 to 18 log stringers; 3 plank decking; Condition: sill rotten; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 12' x 8'; Estimate $750,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11186, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, over Noland Creek Great Smoky Mountains National Park Dimensions: One span- 38'; skew 30 degrees; VC 6'; area waterway 195 sq. ft. drainage area 9.1. sq. mi. Abutments: Concrete; Superstructure: 3 - 21 x 8-1/4 x 40', 631b, WF I-beams, 10 I-beams in at 1/3 points support 6 - 4x12 timber stringers; 3 plank deck; Condition: Abutment stringers, very good; rest, very poor; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 9, over Noland Creek, II-F-(5)-11316, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 9, over Noland Creek Great Smoky Mountains National Park Dimensions: One span- 38'; skew 30 degrees; VC 6'; area waterway 195 sq. ft. drainage area 9.1. sq. mi. Abutments: Concrete; Superstructure: 3 - 21 x 8-1/4 x 40', 631b, WF I-beams, 10 I-beams in at 1/3 points support 6 - 4x12 timber stringers; 3 plank deck; Condition: Abutment stringers, very good; rest, very poor; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 9, over Noland Creek, II-F-(5)-11317, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge abutment operations on second side, construction material on ground, Elkmont Campground, Tennessee Great Smoky Mountains National Park Bridge abutment and pier...Setting up decking. Work Order No. R-26; Completion report photo. Elkmont Campground; Roads and Utilities, II-C-Elk-6922, Physical Facilities - Campgrounds and Picnic Areas -
Bridge abutment operations, crane working, flowing stream on the ground, trees in background, Elkmont Campground, Tennessee Great Smoky Mountains National Park Bridge abutment operations; Work Order No. R-26; Completion report photo.Elkmont Campground; Roads and Utilities, II-C-Elk-6921, Physical Facilities - Campgrounds and Picnic Areas -
Bridge after flood Great Smoky Mountains National Park Bridge at Tremont Y."", 1965 Flood, IV-D-65 Flood-14225, Miscellaneous - Disasters (Fires; floods; accidents; plane crashes; landslides; snow storm damage) - Flood of 1965
Bridge and Post House in background surrounded by trees, Parsons Branch Road, Cades Cove, Tennessee Great Smoky Mountains National Park Post House Parsons Branch Road, III-B-17458
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Bridge and cabin, Walker Valley Great Smoky Mountains National Park Bridge and cabin. Cabin occupied by Sherman Stinnett while he was caretaker at Girl Scout camp - ca 1925. Photo collected by Elsie Burrell, 1982.Walker Valley, III-B-16855, History - Buildings
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Bridge at mouth of Bear Creek on High Rocks Road Great Smoky Mountains National Park Bridge at mouth of Bear Creek on High Rocks Road... From NP-9,Forney Creek Truck Trail Bridge -at lower end of Bear Creek Road, II-F-(3)-11048, Physical Facilities - Footlogs and Bridges - Truck Trail Bridges
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1933
Bridge behind trees over Bradley Fork in Smokemont Campground, North Carolina Great Smoky Mountains National Park
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Bridge No. 6, over Indian Creek
Bridge No. 6, over Lost Creek
Bridge No. 6, over Lost Creek
Bridge No. 6, over Moore Springs Branch
Bridge No. 6, over Moore Springs Branch
Bridge No. 6, over Ramsey Prong
Bridge No. 6, over Ramsey Prong
Bridge No. 6, overflow channel
Bridge No. 7 over West Prong of Little Pigeon River
Bridge No. 7, Taywa Branch
Bridge No. 7, Taywa Branch
Bridge No. 7, over Deep Creek
Bridge No. 7, over Deep Creek
Bridge No. 7, over Forge Creek
Bridge No. 7, over Forge Creek
Bridge No. 7, over Mingus Creek
Bridge No. 7, over Rough Creek
Bridge No. 7, over Twentymile Creek
Bridge No. 7, over Twentymile Creek
Bridge No. 7, over small branch
Bridge No. 7, over small branch
Bridge No. 7, overflow channel
Bridge No. 7, overflow channel
Bridge No. 8, main channel, Forney Creek
Bridge No. 8, main channel, Forney Creek
Bridge No. 8, over Forge Creek
Bridge No. 8, over Forge Creek
Bridge No. 8, over Left Prong
Bridge No. 8, over Left Prong
Bridge No. 8, over Twentymile Creek
Bridge No. 8, over Twentymile Creek
Bridge No. 8, over Twentymile Creek
Bridge No. 8, over Twentymile Creek
Bridge No. 8, over small branch
Bridge No. 8, over small branch
Bridge No. 9, main channel, Forney Creek
Bridge No. 9, main channel, Forney Creek
Bridge No. 9, over Forge Creek
Bridge No. 9, over Forge Creek
Bridge No. 9, over Middle Prong overflow
Bridge No. 9, over Middle Prong overflow
Bridge No. 9, over Noland Creek
Bridge No. 9, over Noland Creek
Bridge abutment operations on second side, construction material on ground, ...
Bridge abutment operations, crane working, flowing stream on the ground, trees ...
Bridge after flood
Bridge and Post House in background surrounded by trees, Parsons Branch Road, ...
Bridge and cabin, Walker Valley
Bridge at mouth of Bear Creek on High Rocks Road
Bridge behind trees over Bradley Fork in Smokemont Campground, North Carolina
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