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
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
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
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
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
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
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
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
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
Bridge no. 10, Slab Camp Branch
Great Smoky Mountains National Park
Dimensions: Single span- 25'x5'; skew 30 degrees; width 10'; area waterway 110 sq. ft. Abutments: North abutment is log bent backed by HPRE; no south abutment--stringers rest on mud sills; Superstructure: 3 log stringers, 12 to 16; split log deck with plank runners; Condition: Abutments, good; stringer, rotten at end; deck, rotten; as a whole, the bridge is in very poor condition; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimate: $1, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge no. 10, Slab Camp Branch, II-F-(5)-11281, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge no. 10, Slab Camp Branch
Great Smoky Mountains National Park
Dimensions: Single span- 25'x5'; skew 30 degrees; width 10'; area waterway 110 sq. ft. Abutments: North abutment is log bent backed by HPRE; no south abutment--stringers rest on mud sills; Superstructure: 3 log stringers, 12 to 16; split log deck with plank runners; Condition: Abutments, good; stringer, rotten at end; deck, rotten; as a whole, the bridge is in very poor condition; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimate: $1, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge no. 10, Slab Camp Branch, II-F-(5)-11280, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge over Mingus Creek
Great Smoky Mountains National Park
Bridge No. over Mingus Creek; Dimensions: 1 span- 16'x2'; skew 10 degrees; width 11'; Abutments: Log crib; Superstructure: 4 log stringers, 10: to 12; 3 plank deck; Condition: Bridge in fair condition; Proposed: Replace with steel stringers, wood deck, 2 span 18'x4'; Estimate: $1, 800.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11219, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge over Mingus Creek
Great Smoky Mountains National Park
Bridge No. ?, over Mingus Creek; Dimensions: 1 span- 17'x2'; skew 30 degrees; width 10.5'; Abutment: Log sills; Superstructure: 4-10 to 12 log stringers; 3 plank deck; Condition: Wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers wood deck, 1 span 24'x4'; Estimate: $1, 200.Bridge Maintenance Report of 1951; OCO-144, over Mingus Creek, II-F-(5)-11221, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge over Mingus Creek
Great Smoky Mountains National Park
Bridge No. over Mingus Creek; Dimensions: 1 span- 16'x2'; skew 10 degrees; width 11'; Abutments: Log crib; Superstructure: 4 log stringers, 10: to 12; 3 plank deck; Condition: Bridge in fair condition; Proposed: Replace with steel stringers, wood deck, 2 span 18'x4'; Estimate: $1, 800.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11220, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge over Mingus Creek
Great Smoky Mountains National Park
Bridge No. over Mingus Creek; Dimension: 1 span- 17'x2'; skew 30 degrees; width 10.5'; Abutment: Log sills; Superstructure: 4 - 10 to 12 log stringers; 3 plank deck; Condition: Wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers wood deck, 1 span 24'x4'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-144, over Mingus Creek, II-F-(5)-11223, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge over Mingus Creek
Great Smoky Mountains National Park
Bridge No. over Mingus Creek; Dimension: 1 span- 17'x2'; skew 30 degrees; width 10.5'; Abutment: Log sills; Superstructure: 4 - 10 to 12 log stringers; 3 plank deck; Condition: Wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers wood deck, 1 span 24'x4'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-144, over Mingus Creek, II-F-(5)-11222 , Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bryson-Fontana Road
Great Smoky Mountains National Park
Debris down on 9A1, II-R-BF-7267, Physical Facilities - Roads - Bryson-Fontana Road 9A
Bryson-Fontana Road
Great Smoky Mountains National Park
Debris down on 9A1, II-R-BF-7265, Physical Facilities - Roads - Bryson-Fontana Road 9A
Bryson-Fontana Road
Great Smoky Mountains National Park
Debris down on 9A1, II-R-BF-7266, Physical Facilities - Roads - Bryson-Fontana Road 9A
Bryson-Fontana Road
Great Smoky Mountains National Park
Debris down on 9A1, II-R-BF-7268, Physical Facilities - Roads - Bryson-Fontana Road 9A
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