Bridge No. 1, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 18'x12'; skew 20 degrees; width 11'; Abutments: Cemented rough rubble: Superstructure: 4 - 8 x 4, steel I-beams; 2 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace deck and paint steel out of regular maintenance.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 1, over Indian Creek, II-F-(5)-11252, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 19'x3' at right angles; width 10'; Abutments: Log stills on HPRE; Suprestructure: 5-12 to 18 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 24'x4'; Estimates: $1, 200.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 1, over Indian Creek, II-F-(5)-11254, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 18'x12'; skew 20 degrees; width 11'; Abutments: Cemented rough rubble: Superstructure: 4 - 8 x 4, steel I-beams; 2 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace deck and paint steel out of regular maintenance.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 1, over Indian Creek, II-F-(5)-11253, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Long Branch
Great Smoky Mountains National Park
Bridge No. 1 (log), over Long Branch; Dimensions: 1 span, 15' x 3.5', no skew; width 10'; Abutment: HPRE; Superstructure: 4 log stringers (12 to 14); 3 plank decking; Condition: Fair: Proposed: Replace with sted stringers, wood deck, 1 span, 16' x 4'; Estimate: $800,Bridge Maintenance Report of 1952; GRE-128, Porters Creek Road, II-F-(5)-11194, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Long Branch
Great Smoky Mountains National Park
Bridge No. 1 (log), over Long Branch; Dimensions: 1 span, 15' x 3.5', no skew; width 10'; Abutment: HPRE; Superstructure: 4 log stringers (12 to 14); 3 plank decking; Condition: Fair: Proposed: Replace with sted stringers, wood deck, 1 span, 16' x 4'; Estimate: $800,Bridge Maintenance Report of 1952; GRE-128, Porters Creek Road, II-F-(5)-11195, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 1, over Mingus Creek; Dimensions: 1 span- 20' x 2'; skew 30 degrees, L.F. width 11'; Abutments: Log crib; Superstructure: 4 log stringers, 12 to 14; split log deck; 3 plank runners; Condition: Deck, good; rest of bridge, fair; Proposed: Replace with steel stringers wood deck, 2 span 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11214, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: One span- 18'x6'; no skew; width 12'; Abutments: Log crib; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Deck good; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 1, over Moore Springs Branch, II-F-(5)-11324, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: One span- 18'x6'; no skew; width 12'; Abutments: Log crib; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Deck good; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 1, over Moore Springs Branch, II-F-(5)-11325, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Noland Creek
Great Smoky Mountains National Park
Dimensions: Single span- 44.3'x5'; skew 30 degrees; width 10'; waterway area 190 sq. ft. Abutments: 10 x 10 creosoted timber bents on timber mud sills; Superstructure: 3 - 21 x 8-1/4 x 46', 631b WF I-beams... At the 1/3 points, 10 transverse I-beams are framed in and these support 4 - 3x12' timber stringers; deck 3 plank; Condition: Abutment, only fair; the rest, good; Proposed: Replace timber abutments with masonry; Estimate: $500.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 1, over Noland Creek, II-F-(5)-11311, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Noland Creek
Great Smoky Mountains National Park
Dimensions: Single span- 44.3'x5'; skew 30 degrees; width 10'; waterway area 190 sq. ft. Abutments: 10 x 10 creosoted timber bents on timber mud sills; Superstructure: 3 - 21 x 8-1/4 x 46', 631b WF I-beams... At the 1/3 points, 10 transverse I-beams are framed in and these support 4 - 3x12' timber stringers; deck 3 plank; Condition: Abutment, only fair; the rest, good; Proposed: Replace timber abutments with masonry; Estimate: $500.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 1, over Noland Creek, II-F-(5)-11310, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Oconaluftee River
Great Smoky Mountains National Park
Bridge No. 1, over Oconaluftee River; Dimensions: 6 spans- 12'x8', 18'x8', 15'x9', 16'x9', 19'x8', 16'x8'; skew 30 degrees left; width12'; Abutments: North - log crib; South - log sill; Intermediate Support: Pier 1, double log bent; Piers 2, 3, 4, and 5, singlelog bents; Superstructure: 8 - 4-1/8 x 4-5/8" steel rail slingers; 3" plank deck with 3" plank runners; Condition: Mud sills rotten; Pier No. 4 partly undermined; rest of bridge good; Proposed: .",Bridge Maintenance Report of 1952; OCO-145, entrance to Kephart Prong Road on 1BKe, II-F-(5)-11235, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Oconaluftee River
Great Smoky Mountains National Park
Bridge No. 1, over Oconaluftee River; Dimensions: 6 spans- 12'x8', 18'x8', 15'x9', 16'x9', 19'x8', 16'x8'; skew 30 degrees left; width12'; Abutments: North - log crib; South - log sill; Intermediate Support: Pier 1, double log bent; Piers 2, 3, 4, and 5, single log bents; Superstructure: 8 - 4-1/8 x 4-5/8" steel rail slingers; 3" plank deck with 3" plank runners; Condition: Mud sills rotten; pier no. 4 partly undermined; rest of bridge good; Proposed: .",Bridge Maintenance Report of 1952; OCO-145, entrance to Kephart Prong Road on 1BKe, II-F-(5)-11236, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Oconaluftee River
Great Smoky Mountains National Park
Bridge No. 1, over Oconaluftee River; Dimensions: 3 spans- 51'x12', 11'x12', 13'x12'; skew 15 degrees left; width 15'; Abutments: South - HPRE and log crib; North - 14 log sill; Intermediate Support: Pier No. 1, log bent on log grillage; Pier No. 2, log bent on boulders; Superstructure: 6 log stringers adzed to 12 depth; 3 plank deck with 3 runners; Condition: Good. Bridge Maintenance Report of 1952; Entrance to Bradley Fork Road on 1B-Sn, II-F-(5)-11225, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Poplar Branch
Great Smoky Mountains National Park
Bridge No. 1, over Poplar Branch; Dimensions: 17' x 10', 17' x 10', 14' x 10', north to south; width 10'; Abutments: North, log cribs South, log sill; Intermediate Support: 2 log bents; Superstructure: (4) 14 to 18 log stringers; 3 plank deck; Condition: Abutment, poor; stringers, rotten at ends; rest of bridge, fair; Proposed: Replace bridge with two (2) 54 C.M. pipes and fill; Estimate: $1, 000, Bridge Maintenance Report of 1952; ELK-118, Jakes Creek Road, II-F-(5)-11191, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Poplar Branch
Great Smoky Mountains National Park
Bridge No. 1, over Poplar Branch; Dimensions: 17' x 10', 17' x 10', 14' x 10', north to south; width 10'; Abutments: North, log cribs South, log sill; Intermediate Support: 2 log bents; Superstructure: (4) 14 to 18 log stringers; 3 plank deck; Condition: Abutment, poor; stringers, rotten at ends; rest of bridge, fair; Proposed: Replace bridge with two (2) 54 C.M. pipes and fill; Estimate: $1, 000, Bridge Maintenance Report of 1952; ELK-118, Jakes Creek Road, II-F-(5)-11190, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Porters Creek
Great Smoky Mountains National Park
Bridge No. 1 (log), over Porters Creek; Dimensions: 5 spans- 29' x 8',17' x 7', 15' x 4', 14' x 4', 11' x 4', west to east,; width, 10'; Abutments: log bent filled with rocks; Intermediate Support: Bent No. 1, double log on mud sills; Pier No. 2, rock-filled log crib; Bents No. 3 and 4, single log on mud sills; Superstructure: 5- log stringers (10' to 16) continuous across spans 1 and 2, and across 3, 4, and 5; 3 plank deck; Condition: deck, fair; stringers, sound; bends, caps, mud sills, abutments, and wheel guards, poor; Proposed: Replace with steel stringers, wood deck, 3 spans 32' x 6'; Estimate $5, 000,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11197, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Porters Creek
Great Smoky Mountains National Park
Bridge No. 1 (log), over Porters Creek; Dimensions: 5 spans- 29' x 8',17' x 7', 15' x 4', 14' x 4', 11' x 4', west to east,; width, 10'; Abutments: log bent filled with rocks; Intermediate Support: Bent No. 1, double log on mud sills; Pier No. 2, rock-filled log crib; Bents No. 3 and 4, single log on mud sills; Superstructure: 5- log stringers (10' to 16) continuous across spans 1 and 2, and across 3, 4, and 5; 3 plank deck; Condition: deck, fair; stringers, sound; bends, caps, mud sills, abutments, and wheel guards, poor; Proposed: Replace with steel stringers, wood deck, 3 spans 32' x 6'; Estimate $5, 000,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11196, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Straight Fork
Great Smoky Mountains National Park
Bridge No. 1, over Straight Fork; Dimensions: 8 spans- 16' x 6', 18' x 6', 19' x 6', 20' x 6', 19' x 6', 19' x 6', 19' x 6'; skew 45 degrees; width 12.5'; Abutments: Riprapped log sills; Intermediate Support: 12 x 12 timber bents on mud sils; Superstructure: 4- 12 x 12 hewed stringers; 3 plank deck; 3 plank runners; Conditions: Deck, poor; runners, fair; wheel guard, poor; caps, rotten; stringers, apparently ok; Proposed: Replace with steel stringers, wood deck, 2 spans 30' x 6'; Estimate: $3, 000,Bridge Maintenance Report of 1952; RAV-142, Balsam Mountain Road, II-F-(5)-11212, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Straight Fork
Great Smoky Mountains National Park
Bridge No. 1, over Straight Fork; Dimensions: 8 spans- 16' x 6', 18' x 6', 19' x 6', 20' x 6', 19' x 6', 19' x 6', 19' x 6'; skew 45 degrees; width 12.5'; Abutments: Riprapped log sills; Intermediate Support: 12 x 12 hewed stringers; 3 plank deck; 3 plank runners; Conditions: Deck, poor; runners, fair; wheel guard, poor; caps, rotten; stringers, apparently ok; Proposed: Replace with steel stringers, wood deck, 2 spans 30' x 6'; Estimate: $3, 000,Bridge Maintenance Report of 1952; RAV-142, Balsam Mountain Road, II-F-(5)-11213, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 10, over Middle Prong
Great Smoky Mountains National Park
Bridge No. 10, over Middle Prong; Dimensions: 2 spans- 27' x 6', 22' x 6'; width 10'; Abutments: log sills; Intermediate Support: Double log bent on boulders; Superstructure: (3) 12 to 16 log stringers; 3 plank deck; Condition: Abutment, sill, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans 12' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11189, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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