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
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. 3, over Bradley Fork
Great Smoky Mountains National Park
Bridge No. 3, over Bradley Fork; Dimensions: 2 span- 10'x8', 22'x8'; skew 15 degrees; width 9.5'; Abutment: Log crib, rock-filled; Intermediate Support: Log bents; Superstructure: 4 -12 to 16 log stringers; 3 plank deck, with 3 runners; Condition: Fair, except deck, which is rotten; Proposed: Replaced with steel stringers, wood deck, 1 span 30'x8'; Estimate: $1, 500.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11228, 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 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. 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. 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. 4, overflow channel
Great Smoky Mountains National Park
Bridge No. 4, overflow channel; Dimensions: 2 span- 18'x5', 13'x5'; skew 10 degrees; width 0'; Abutment: Log cribs; Intermediate Support: Log bent piers; Superstructure: 4 continuous 12 log stringers; 3 plank deck with 3 plank runner; Condition: Decking and wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimate: $1, 000.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11230, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 25' x 3.5'; skew: bridge 10 degrees, stream 30 degrees; width 12'; Abutments: Log crib; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck rotted away; rest fair; Proposed: Replace with still stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 3, over Moore Springs Branch, II-F-(5)-11341, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans - 27'x5', 27'x5', 21'x5', south to north skew 45 degrees; width 10'; area waterway 260 sq. ft. Abutment: Rock-filled log cribs; Intermediate Supports: log bents; Superstructure: 3 log stringers, 12 to 16; 3 plank deck; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 3 spans 26'x6'; Estimate: $3, 900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 5, main channel, Forney Creek, II-F-(5)-11271, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
Bridge No. 4, Ramsey Prong
Great Smoky Mountains National Park
Bridge No. 4 (log), Ramsey Prong; Dimensions: 4 spans- 15' x 8', 29' x 8', 19' x 8'; width 10'; skew 5 degrees; Abutment: Log sills on HPRE; Intermediate Support: 2 double log bents, 1 single log bent on mud sills; Superstructure: 6 log stringers (10 to 16), split log deck, with 3 plank runners; Condition: Decking, muk sills, caps, wheel guard, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $5, 500,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11202, 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. 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. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 27' x 4'; skew 45 degrees; width 10'; Abutments: 12 half-log sillon HPRE; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck 1 span 26'x4'; Estimate: $1, 300.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11258, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 27' x 4.5'; no skew; width 13'; Abutments: 18 logs of HPRE; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck rotted away; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 32' x 6'; Estimate: $1, 600,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11338, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 26, over unnamed branch
Great Smoky Mountains National Park
Dimensions: One span- 26'; width 10'; Abutments: Log bents backed by HPRE; Superstructure: 3 - 14 to 18" log stringers; 3" plank deck; Condition: Satisfactory: Proposed: Replace with 18" CM pipe; Estimate: $80.",Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 26, over unnamed branch, II-F-(5)-11301, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 26, over unnamed branch
Great Smoky Mountains National Park
Dimensions: One span- 26'; width 10'; Abutments: Log bents backed by HPRE; Superstructure: 3 - 14 to 18" log stringers; 3" plank deck; Condition: Satisfactory: Proposed: Replace with 18" CM pipe; Estimate: $80.",Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 26, over unnamed branch, II-F-(5)-11300, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 29'x14'; width 10.5'; Abutments: V-type log crib; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except upper abutment, which is poor; Proposed: Replace with steel stringers, wood deck, 1 span 30'x14'; Estimate: $1, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11247, 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. 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. 4, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 31' x 5'; skew: bridge 20 degrees, stream 20 degrees; width 12'; Abutments: South- 30 log sill, North- solid rock; Superstructure: 5-12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 4, over Moore Springs Branch, II-F-(5)-11342, 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. 2, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 3 span- 15 x 4.5', 18' x 4.5', 8' x 1.5'; skew, bridge none: stream, 20 degrees; Abutments: Log stills: Intermediate Support: Log bent piers: Superstructure: 5 - 10 to 14 log stringers; 3 plank deck; Condition: Deck good: rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans 30'x4'; Estimate: $3, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 2, over Moore Springs Branch, II-F-(5)-11326, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Forney Creek Road; Bridge No. 20
Great Smoky Mountains National Park
Dimensions: 3 spans- 23.3'x4', 23.8'x5', 20.5'x8'; width 10.6'; skew 30 degrees; waterway area 230 sq. ft.l Abutments: Log bents backed by HPRE; Intermediate Support: Log bent; Superstructure: 3 log stringers, 12 to 16; 3 plank deck; Condition: Fair, Proposed: Replace with steel stringers, wood deck, 1 span 26'x4'; Estimate: $1, 300.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 20, II-F-(5)-11292, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Noland Creek
Great Smoky Mountains National Park
Dimensions: 2 spans of 28'x5'; skew 30 degrees; area waterway 240 sq. ft. drainage area 20.3 sw. mi. Abutments: Concrete; Center Pier: Concrete; Superstructure: Each span supported by 3 - 17-3/4 x 7-3/4 x 30' 501b WF I-beams; 10 transverse I-beams framed at 1/3 points. Support 6 - 4x12 wood stringers, deck 3 plank. Condition: Decking loose; rest very good; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 3, over Noland Creek, II-F-(5)-11313, 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. 3, over Deep Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 37'x10'; skew 30 degrees; width 11.5'; Abutments: West - log bent backed by log crib; East - log crib on boulder; Superstructure: 4 - 10 to 14 log stringers; 3 plank deck; Condition: Abutments, rotten: stringers, fair; deck, fair; Proposed: Replace with steel stringers, wood deck, 1 span 50'x10'; Estimate: $2, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 3, over Deep Creek, II-F-(5)-11245, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 29'x14'; width 10.5'; Abutments: V-type log crib; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except upper abutment, which is poor; Proposed: Replace with steel stringers, wood deck, 1 span 30'x14'; Estimate: $1, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11246, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 3, over Mingus Creek; Dimensions: 1 span- 18' x 1'; skew 30 degrees; width 14'; Abutment: Log crib; Superstructure: 6 log stringers, 7 to 9; 2, 2-layer, plank deck; Condition: Stringers, fair; rest of bridge in poor condition; Proposed: Replace with steel stingers, wood deck, 2 spans 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11215, 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 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. 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 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
Forney Creek Road, Bridge No. 21, over Dry Gulch
Great Smoky Mountains National Park
Dimensions: 1 span- 27'x8'; width 10'; no skew; Abutments: Log bents backed with HPRE; Superstructure: 3 - 10 to 12" log stringers; 3" plank deck; Condition: Poor; Proposed: Replace with 19" CM pipe; Estimate: $80.",Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 21, over Dry Gulch, II-F-(5)-11294, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Forney Creek Road, Bridge No. 24, intermittent dry branch
Great Smoky Mountains National Park
Dimensions: 2 spans- 21'x10', 24.5'x10'; width 10.8'; Abutments: Log bents backed by split breastwall and HPRE; Intermediate Support: Log bent; Superstructure: 3 - 12 to 14 log stringers; 3 plank deck; Condition: Still of center bent rotten; abutment, fair' stringers, sound; Proposed: Replace with fill and 18 CM pipe; Estimate: $80.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 24, Intermittent Dry Branch, II-F-(5)-11297, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
Bridge No. 5, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 19' x 3'; skew: bridge none, stream 30 degrees; width 13'; Abutments: Log sill; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck poor; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 5, over Moore Springs Branch, II-F-(5)-11345, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 4, over Mingus Creek; Dimensions: 1 span- 15'x1.5'; skew 30 degrees LF; width 10'; Abutment: Log sills; Superstructure: 3 log stringers, 12 to 14; 3 plank deck; Condition: In fair condition, except mud sills, which are poor; Proposed: Replace with steel stringer wood deck, 2 spans 20'x4'; Estimate: $2, 000.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11218, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 31' x 5'; skew: bridge 20 degrees, stream 20 degrees; width 12'; Abutments: South- 30 log sill, North- solid rock; Superstructure: 5-12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 4, over Moore Springs Branch, II-F-(5)-11343, 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. 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. 4, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 4 spans- 13'x7', 17'x6', 12'x6', 22'x6', south to north; skew 30 degrees; width 10.2'; area waterway 370 SF; Abutments: Log cribs; Intermediate Supports: 12 to 16 on logs on mud sills; Superstructures: Each span: 3 - 12 to 20 log stringers; deck of 3 plank; Condition: Abutments, fair; stringers, good; bents, fair; deck, good; Estimate: $3, 900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 4, main channel, Forney Creek, II-F-(5)-11269, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, over Deep Creek
Great Smoky Mountains National Park
Dimensions: 3 spans, 18'x14', 27'x14', 8'x14', north to south; skew 15 degrees; width 9.5'; Abutment: Rock-filled log cribs; Intermediate Support: 12 x 12 timber bents; Superstructure: 4 - 12 to 18 log stringers, 3 plank deck; Condition: As a whole, bridge is fair but part of deck needs replacing; Proposed: Replace with steel stringers, wood deck, 1 span 40'x14'; Estimate: $2, 000.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 5, over Deep Creek, II-F-(5)-11249, 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. 4, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 4 spans- 13'x7', 17'x6', 12'x6', 22'x6', south to north; skew 30 degrees; width 10.2'; area waterway 370 SF; Abutments: Log cribs; Intermediate Supports: 12 to 16 on logs on mud sills; Superstructures: Each span: 3 - 12 to 20 log stringers; deck of 3 plank; Condition: Abutments, fair; stringers, good; bents, fair; deck, good; Estimate: $3, 900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 4, main channel, Forney Creek, II-F-(5)-11270, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Anthony Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 20' x 6'; skew 20 degrees; width 11.5'; Abutments: Log cribs; Superstructure: 5-12 to 14 log stringers; 3 plank deck; plank wheel guards; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 24' x 6'; Estimate: $1, 200,Bridge Maintenance Report of 1952 CAD-168, Anthony Creek Road; Bridge No. 1, over Anthony Creek, II-F-(5)-11349, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Flats Prong
Great Smoky Mountains National Park
Bridge No. 4, over Indian Flats Prong; Dimensions: 3 spans- 21' x 12.5' 21' x 12.5', 20' x 12.5'; width 10.3'; Abutments: log sill on HPRE; Intermediate Support: Rock-filled log crib: Superstructure: 4-14 to 16 log stringers; 3 plank deck; Condition: As a whole, bridge in poor condition; Proposed: Replace with steel stringers, wood deck, 1 span 22' x 12'; Estimate $1, 100,Bridge Maintenance Report of 1952 Tre-115, Middle Prong Road, II-F-(5)-11176, 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 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
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