Aiken State Park, South Carolina
AK-63. Aiken State Park. June, 1956. Maintenance JTH.
Bridge No. 1 over Forge Creek
Great Smoky Mountains National Park
Bridge No. 1 over Forge Creek; Dimensions: 1 span 26' x 3 1/2', No skew, width 11'; Abutments: North abutment, heavy log bent backed by HPRE South abutment 30 log sill; Superstructure: 5-16 to 24 log stringers, 3 plank deck; Conditions: Deck good; rest, fair; Proposed: replace with steel stringers, wood deck, 1 span 26' x 4'; Estimate: $2, 600,Bridge Maintenance Report of 1952; CAD-100, Parsons Branch Road, II-F-(5)-11149, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1 over Forge Creek
Great Smoky Mountains National Park
Bridge No. 1 over Forge Creek; Dimensions: 1 span 26' x 3 1/2', No skew, width 11'; Abutments: North abutment, heavy log bent backed by HPRE South abutment 30 log sill; Superstructure: 5-16 to 24 log stringers, 3 plank deck; Conditions: Deck good; rest, fair; Proposed: replace with steel stringers, wood deck, 1 span 26' x 4'; Estimate: $2, 600,Bridge Maintenance Report of 1952; CAD-100, Parsons Branch Road, II-F-(5)-11148, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 4 spans- 21'x5', 25'x5', 25'x5', 25'x5'; skew 30 degrees; width 11.7'; area waterway, 420+SF; Abutments: None. Stringers rest on log mud sills; Intermediate Supports: Log bents on mud sills; Superstructure: Each span supported by 5 - 18 to 24 log stringers; deck of 3 plank; Condition: Bents and stringers apparently sound; deck good; Proposed: Replace with steel stringers, wood deck. 3 spans- 30'x6'; Estimate: $4, 500.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 1, main channel, Forney Creek, II-F-(5)-11264, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 4 spans- 21'x5', 25'x5', 25'x5', 25'x5'; skew 30 degrees; width 11.7'; area waterway, 420+SF; Abutments: None. Stringers rest on log mud sills; Intermediate Supports: Log bents on mud sills; Superstructure: Each span supported by 5 - 18 to 24 log stringers; deck of 3 plank; Condition: Bents and stringers apparently sound; deck good; Proposed: Replace with steel stringers, wood deck. 3 spans- 30'x6'; Estimate: $4, 500.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 1, main channel, Forney Creek, II-F-(5)-11265, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over East Prong of Little River
Great Smoky Mountains National Park
Bridge No. 1, over East Prong of Little River; Dimensions: 3 spans- 25' x 7.5' each, at right angles, width 12'; Abutment: Cement rubble; Intermediate Support: Massive log bents; Superstructure: (5) 14 to 18 log stringers; 3 plank deck; Condition: Deck, very poor; rest of bridge, good; Proposed: Replace with steel stringers, and wood deck, 2 span 36'; Estimate: 1952,Bridge Maintenance Report of 1952; ELK-119, Fish Camp Prong Road, II-F-(5)-11193, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over East Prong of Little River
Great Smoky Mountains National Park
Bridge No. 1, over East Prong of Little River; Dimensions: 3 spans- 25' x 7.5' each, at right angles, width 12'; Abutment: Cement rubble; Intermediate Support: Massive log bents; Superstructure: (5) 14 to 18 log stringers; 3 plank deck; Condition: Deck, very poor; rest of bridge, good; Proposed: Replace with steel stringers, and wood deck, 2 span 36'; Estimate: 1952,Bridge Maintenance Report of 1952; ELK-119, Fish Camp Prong Road, II-F-(5)-11192, 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)-11255, 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)-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 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
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)-11188, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 13, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 5 spans- 15.5'x8', 22.5'x5', 26.8'x5', 22.6'x5', 16.3'x5; width 10.4'; area waterway 460 sq. ft. Abutments: North abutment, mud sill only; South abutment, log bent backed by HPRE; Intermediate Supports: Log bents on mud sills; Superstructure: Each span, 3 log stringers, 12 to 14'; 3 plank decking; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 2 spans 26'x6'; Estimate: $2, 600.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 13, main channel, Forney Creek, II-F-(5)-11285, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 13, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 5 spans- 15.5'x8', 22.5'x5', 26.8'x5', 22.6'x5', 16.3'x5; width 10.4'; area waterway 460 sq. ft. Abutments: North abutment, mud sill only; South abutment, log bent backed by HPRE; Intermediate Supports: Log bents on mud sills; Superstructure: Each span, 3 log stringers, 12 to 14'; 3 plank decking; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 2 spans 26'x6'; Estimate: $2, 600.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 13, main channel, Forney Creek, II-F-(5)-11284, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 14, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 22.5'x5.5', 24.5x5.5'; width 10'; skew 15 degrees; area waterway 25.5 sq. ft. Abutments: North abutment, log bent backed with HPRE; South abutment, log crib, rock-filled; Intermediate Support: Log bent; Superstructure: Each span, 3 log stringers 12 to 14; split log deck with plank runners; Condition: Abutments, fair; bent, good; stringers, good; deck, poor; guard rails, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 14, main channel, Forney Creek, II-F-(5)-11287, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 14, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 22.5'x5.5', 24.5x5.5'; width 10'; skew 15 degrees; area waterway 25.5 sq. ft. Abutments: North abutment, log bent backed with HPRE; South abutment, log crib, rock-filled; Intermediate Support: Log bent; Superstructure: Each span, 3 log stringers 12 to 14; split log deck with plank runners; Condition: Abutments, fair; bent, good; stringers, good; deck, poor; guard rails, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 14, main channel, Forney Creek, II-F-(5)-11286, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 16, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 25'x6', 27'x6', 23'x6'l width 10'; Abutments: North abutment is load-bearing, log breastwall; South abutment - wooden block under each stringer rests on large boulder; Intermediate Support: Log bents on mud sills; Superstructure: 3 log stringers 14 to 16; split log deck with 3 runners; Condition: North abutment, poor--logs need replacing; south abutment and bents, ok; stringers, rotten; deck and guard wall, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6; Estimate: $2, 200. Bridge Maintenance Report of 1952; FOR-153 Forney Creek Road; Bridge No. 16, main channel, Forney Creek, II-F-(5)-11288, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 16, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 25'x6', 27'x6', 23'x6'' width 10'; Abutments: North abutment is load-bearing, log breastwall; south abutment, wooden block under each stringer rests on large boulder; Immediate support: Log bents on mud sills; Superstructure: 3 log stringers 14 to 16; split log deck with 3 runners; Condition: North abutment, poor--logs need replacing; south abutment and bents, ok; stringers, rotten; deck and guard wall, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200. Bridge Maintenance Report of 1951; FOR-153 Forney Creek Road; Bridge No. 16, main channel, Forney Creek, II-F-(5)-11289, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 17, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 26.5'x4', 22.5'x4'; width 10'; skew 15 degrees; waterway area 190 sq. ft. Abutments: Log bents backed by HPRE; Intermediate Supports: Log bent; Superstructure: 3 log stringers, each span 12 to 16; split log deck with 3 runners; Condition: Whole bridge appears ok, except deck, which is poor; Proposed: Replace with steel, stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 17, main channel, Forney Creek, II-F-(5)-11291, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 17, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 26.5'x4', 22.5'x4'; width 10'; skew 15 degrees; waterway area 190 sq. ft. Abutments: Log bents backed by HPRE; Intermediate Supports: Log bent; Superstructure: 3 log stringers, each span 12 to 16; split log deck with 3 runners; Condition: Whole bridge appears ok, except deck, which is poor; Proposed: Replace with steel, stringers, wood deck, 2 spans 22'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 17, main channel, Forney Creek, II-F-(5)-11290, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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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