J. M. Conrad Barn, Head of Conrad Branch, Cataloochee
Great Smoky Mountains National Park
View from the south. J. M. Conrad Place. Head of Conrad Branch Cataloochee, N.C. Barn from the south - Habs No. North Carolina-8. Melted down. Connard - Hattie Caldwell Davis, 20 May 1990. J. M. Conrad Barn, Head of Conrad Branch, Cataloochee III-B-10146, History - Buildings
Orders from Gillmore to Major Brooks, November 20 1863
National Park Service
Orders from General Gillmore to Brooks, telling Brooks to proceed to Washington City as bearer of dispatches to the General-in-Chief, and that the Steamer Delaware is at Brooks' disposal.
Orders from Gillmore to Major Brooks, November 20 1863
National Park Service
Orders from General Gillmore to Brooks, telling Brooks to proceed to Washington City as bearer of dispatches to the General-in-Chief, and that the Steamer Delaware is at Brooks' disposal.
Bridge No. 6, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 20'x4'; skew 10 degrees; width 10.3'; Abutments: 12 half-log stills on U-type HPRE; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimates: $1, 000.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 6, over Indian Creek, II-F-(5)-11262, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Detail of chimney stonework on farmstead house, Oconaluftee, North Carolina, 1952
Great Smoky Mountains National Park
Photograph of original setting, Joe Queen place: Detail View 20.Oconaluftee Farmstead House; Building No. 230, II-B-(5)-Ocon-6027, Physical Facilities - Buildings - Historic buildings being preserved - Oconaluftee pioneer, Farmstead buildings
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. 6, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 20'x4'; skew 10 degrees; width 10.3'; Abutments: 12 half-log stills on U-type HPRE; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimates: $1, 000.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 6, over Indian Creek, II-F-(5)-11263, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Engineering/well completion report Floridan Aquifer System Test/Monitor Well ORF-60
Reedy Creek Improvement District; Technical Publication WS-20; "November 2004."
2004-11
Bridge No. 3 over Parsons Branch
Great Smoky Mountains National Park
Bridge No. 3 over Parsons Branch; Dimensions: 3 spans @ 11' x 3 1/2', 24' x 6', 18.5' x 3.5' , Skew 15 degrees. Abutments: 24 log stills; Intermediate Support: Log bents; Superstructure: 5-16 to 20 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)-11152, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Snow covered road, park ranger with his car, near Newfound gap, Tennessee
Great Smoky Mountains National Park
US-441, Tennessee, near Alum Cave. Snow removal after storm of 2/20.Mountain Road in snow, I-A-MR-7875, Natural Features - Mountains - Views from Newfound Gap and Clingmans
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. 6, over Lost Creek
Great Smoky Mountains National Park
Bridge No. 6, over Lost Creek; Dimensions: 1 span- 20' x 4', at right angles, width 10.5'; Abutment: 14 log sills; Superstructure: 3-14 to 16 log stringers; 3 plank deck; Condition: Abutment, veer poor; wheel guards, poor; rest of bridge, fair; Proposed: replace with steel stringers, wood deck- 1 span 10' x 4'; Estimate: $650,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11182, 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 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)-11327, 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
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. 6, over Lost Creek
Great Smoky Mountains National Park
Bridge No. 6, over Lost Creek; Dimensions: 1 span- 20' x 4', at right angles, width 10.5'; Abutment: 14 log sills; Superstructure: 3-14 to 16 log stringers; 3 plank deck; Condition: Abutment, veer poor; wheel guards, poor; rest of bridge, fair; Proposed: replace with steel stringers, wood deck- 1 span 10' x 4'; Estimate: $650,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11181, 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. 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 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
Orders from Gillmore to the Master of U. S. Steamer Transport Delaware, November 20 1863
National Park Service
Orders from General Gillmore to the Master of U.S. Steamer Transport Delaware, to place the steamer at the disposal of Major T.B. Brooks and to obey Brooks' orders.Â
Orders from Gillmore to the Master of U. S. Steamer Transport Delaware, November 20 1863
National Park Service
Orders from General Gillmore to the Master of U.S. Steamer Transport Delaware, to place the steamer at the disposal of Major T.B. Brooks and to obey Brooks' orders.Â
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
Dudley Creek horse concession bridge
Great Smoky Mountains National Park
Bridge over Dudley Creek on entrance road to the horse concession area. Work Order No. R-20 GSM: roads, parking area and trails for horse concession, Dudley Creek: Completion report photo. Dudley Creek Horse Concession Bridge, II-HC-DC-14306, Physical Facilities - Horse Concession Facilities - Dudley Creek Stables
FCE II Year One Annual Report for NSF Award DBI-0620409 (2007); FCE Annual Reports and Proposals
(Statement of Responsibility) Evelyn Gaiser; Mike Heithaus; Rudolf Jaffe; Rene Price; (Citation/Reference) Gaiser, Evelyn; Heithaus, Mike; Jaffe, Rudolf; and Price, Rene, "FCE II Year One Annual Report for NSF Award DBI-0620409 (2007)" (2007). FCE Annual Reports and Proposals. Paper 5.
http://digitalcommons.fiu.edu/fce_lter_proposals_reports/5
2007-10
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. 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)-11175, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Two views of the horse barn showing dimensions, note silo, photo taken prior to restoration
Structures, Exterior H.S. #17 Horse Barn And Silo (X-h. s #20 Silo). Two views of the Horse Barn showing dimensions. Also Note Silo. This photo taken prior to restoration.
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. 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. 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
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