Bridge No. 5, over Tennessee Branch
Great Smoky Mountains National Park
Bridge No. 5, over Tennessee Branch; Dimensions: 3 span- 24'x6', 16'x7', 22'x5'; skew 5 degrees; width 12'; Abutments: Rock-filled log cribs; Intermediate Support: Pier No. 1, 12x12 timber bent; skew 45 degrees; Pier No. 2, rock-filled log crib; Superstructure: 4 - 10 to 16 log stringers; 3 plank keck; Condition: Abutments and deck, poor; rest of bridge, fair. Proposed: Replace with steel stringers, wood deck, 2 spans 24'x6'; Estimate: $2, 400.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11232, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, overflow channel
Great Smoky Mountains National Park
Bridge No. 5 (log), overflow channel; Dimensions: 2 spans- 27' x 11', 23' x 2.5'; width 10.7', no skew; Abutment: Rock filled log cribs; Intermediate Support: 2 double log bents; Superstructure: 4 log stringers (12 to 16); 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $4, 400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11205, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, overflow channel
Great Smoky Mountains National Park
Bridge No. 5 (log), overflow channel; Dimensions: 2 spans- 27' x 11', 23' x 2.5'; width 10.7', no skew; Abutment: Rock filled log cribs; Intermediate Support: 2 double log bents; Superstructure: 4 log stringers (12 to 16); 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $4, 400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11204, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Forge Creek
Great Smoky Mountains National Park
Bridge No. 6, over Forge Creek; Dimensions: 3 spans, 15' x 4.5', 28' x 4.5', 12' x 4.5', skew 15 degrees, width 11'; Abutments: 24 log stills; Intermediate Supports: 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 spans 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11157, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Forge Creek
Great Smoky Mountains National Park
Bridge No. 6, over Forge Creek; Dimensions: 3 spans, 15' x 4.5', 28' x 4.5', 12' x 4.5', skew 15 degrees, width 11'; Abutments: 24 log stills; Intermediate Supports: 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 spans 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11158, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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)-11262, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
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
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
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
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
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
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
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)-11273, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
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
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
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
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
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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