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Breaking flax, Jim Liles Knoxville Great Smoky Mountains National Park Jim Liles, Knoxville, breaking flax (See IV-U-Xmas-16626- Mrs. Liles spinning flax),Festival of Christmas Past, IV-U-Xmas-16626, Miscellaneous - Use of Park - Christmas
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1980-12-19
Brick rental house with attached carport on right, 9th Street, Newport, Tennessee Great Smoky Mountains National Park Photograph of comparable housing, taken for 1950 Quarters Reevaluation: 901 9th Street, Newport, Tennessee. Neighborhood rating: Good. Property Description: 3 bedrooms, living room, dining room, kitchen, bath, and carport with-out side storage; electric heat; brick veneer construction. Approximate floor space: 1300 sq. ft. Built: About 1958. Rental: $75.00 per month.Quarters Survey, II-B-(2)-QS-3956, Physical Facilities - Buildings - Quarters Survey pictures
Bride and groom, Great Smoky Mountains National Park Great Smoky Mountains National Park Bride and Groom,Oakley, Cliff, III-P-18023
Bridge Construction, Newfound Gap Road, circa 1934 Great Smoky Mountains National Park Bridge Construction; Newfound Gap Road; II-F-(4)-NFG-16204, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road.
Circa 1934
Bridge No. 1 complete Great Smoky Mountains National Park Bridge No. 1 complete...Kephart Prong Truck Trail, II-F-(3)-11055, Physical Facilities - Footlogs and Bridges - Truck Trail Bridges
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
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1952-12
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
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1952-12
Bridge No. 1, Walker Prong bridge Great Smoky Mountains National Park Bridge No. 1, Walker Prong bridge, Newfound Gap highway... North side of park. Built by US BPR force account, Roads and Trails Downstream elevation... Eakin investigation photograph,Newfound Gap Highway Bridge No. 1; Walker Prong, II-F-(4)-NFG-11075, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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 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)-11348, 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. 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 Forney Creek Great Smoky Mountains National Park Dimensions: 2 spans- 14'x5.5', 27'x5.5', south to north; width 8'; skew 30 degrees; waterway area 220 sq. ft. Abutments: Rock-filled log cribs; Intermediate Support: Log bents; Superstructure: 3 log stringers 12 to 14; 3 plank decking; Condition: Deck, poor in places; abutment, stringers, poor; bents, poor to fair; Proposed: Replace with steels tringers, wood deck, 1 span 10'x4'; Estimate: $700. Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 1, over Forney Creek, II-F-(5)-11305, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Forney Creek Great Smoky Mountains National Park Dimensions: 2 spans- 14'x5.5', 27'x5.5', south to north; width 8'; skew 30 degrees; waterway area 220 sq. ft. Abutments: Rock-filled log cribs; Intermediate Support: Log bents; Superstructure: 3 log stringers 12 to 14; 3 plank decking; Condition: Deck, poor in places; abutment, stringers, poor; bents, poor to fair; Proposed: Replace with steels tringers, wood deck, 1 span 10'x4'; Estimate: $700. Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 1, over Forney Creek, II-F-(5)-11304, 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 - 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
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. 10, over Noland Creek Great Smoky Mountains National Park Dimensions: 3 spans- 23.5'x5', 26'x5', 24.5'x5'; skew 30 degrees; deck width 12'; area waterway 310 sq. ft. drainage area 9.0. sq. mi. Abutment: 3, treated plank breastwalls behind bents of 10 x 10 treated timber... Bent resting on 10 x 10 mud sills; Superstructure: Each span: 6 log stringers, 10 to 12; deck 3 plank, with 3 plank runners; Condition: Very, very poor... Barely safe to cross on foot; Proposed: Replace with steel stringers salvaged from other bridges, wood deck, 2 spans 30'x5'; Estimate: $3, 600.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 10, over Noland Creek, II-F-(5)-11319, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 10, over Noland Creek Great Smoky Mountains National Park Dimensions: 3 spans- 23.5'x5', 26'x5', 24.5'x5'; skew 30 degrees; deck width 12'; area waterway 310 sq. ft. drainage area 9.0. sq. mi. Abutment: 3, treated plank breastwalls behind bents of 10 x 10 treated timber... Bent resting on 10 x 10 mud sills; Superstructure: Each span: 6 log stringers, 10 to 12; deck 3 plank, with 3 plank runners; Condition: Very, very poor... Barely safe to cross on foot; Proposed: Replace with steel stringers salvaged from other bridges, wood deck, 2 spans 30'x5'; Estimate: $3, 600.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 10, over Noland Creek, II-F-(5)-11318, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 11, over Noland Creek Great Smoky Mountains National Park Dimensions: 2 spans- of 16'x4'; skew 20 degrees; WW 10'; area water-way 120 sq. ft. drainage area 8.5 sq. mi. Abutments: Log cribs reinforced by round timber bents resting on mud sills; Intermediate supports: Bent of 8 to 10, round timber on mud sills; Superstructure: Each span 5 to 10 log stringers, deck 4 hewed slabs; Condition: Bridge is in very poor condition; Proposed: Replace with steel stringers salvaged from other bridges, wood deck, 1 span 40'x4'; Estimate: $2, 500. Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 11, over Noland Creek, II-F-(5)-11321, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 11, over Noland Creek Great Smoky Mountains National Park Dimensions: 2 spans- of 16'x4'; skew 20 degrees; WW 10'; area water-way 120 sq. ft. drainage area 8.5 sq. mi. Abutments: Log cribs reinforced by round timber bents resting on mud sills; Intermediate supports: Bent of 8 to 10, round timber on mud sills; Superstructure: Each span 5 to 10 log stringers, deck 4 hewed slabs; Condition: Bridge is in very poor condition; Proposed: Replace with steel stringers salvaged from other bridges, wood deck, 1 span 40'x4'; Estimate: $2, 500. Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 11, over Noland Creek, II-F-(5)-11320, 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, Newfound Gap highway Great Smoky Mountains National Park Bridge No. 2, Newfound Gap highway, north side of park. Upstream elevation looking east. Work done by US BPR force account, Roads and Trails funds... Completed 1934. Cost: $24,167.28; Dakin investigation photographer,Newfound Gap Highway Bridge No. 2; Little Pigeon River, II-F-(4)-NFG-11083, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road

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