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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
View on map 
1952
Bridge No. 4, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 3 spans- 15'x5.5', 17'x5.5', 24'x5.5'; skew: bridge 20 degrees, stream 45 degrees; width 12'; Abutments: South - 36 log sill; North - log bent; Intermediate Support: Log bent piers; Superstructure: 5 - 10 to 14 log stringers, 3 plank deck; Condition: Deck good; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x6'; Estimate: $2, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 4, over Twentymile Creek, II-F-(5)-11330, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
View on map 
1952
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
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1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
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1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
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1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
Bridge No. 4, over Twentymile Creek Great Smoky Mountains National Park Dimensions: 3 spans- 15'x5.5', 17'x5.5', 24'x5.5'; skew: bridge 20 degrees, stream 45 degrees; width 12'; Abutments: South - 36 log sill; North - log bent; Intermediate Support: Log bent piers; Superstructure: 5 - 10 to 14 log stringers, 3 plank deck; Condition: Deck good; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x6'; Estimate: $2, 000.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 4, over Twentymile Creek, II-F-(5)-11331, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
View on map 
1952
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
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1952
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
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1952
Little Pee Dee State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism Little Pee Dee State Park; Construction on Dam; July, 1952; CWJ; LP-20
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1952-07
Table Rock State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism Table Rock State Park; Re-roofing lodge; January 20, 1953; WTA
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1953-01-20
Table Rock State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism Table Rock State Park; Re-roofing lodge; January 20, 1953; WTA
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1953-01-20
Table Rock State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism Table Rock State Park; Re-roofing lodge; January 20, 1953; WTA
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1953-01-20
Table Rock State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism Table Rock State Park; Re-roofing lodge; January 20, 1953; WTA
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1953-01-20
Aerial photograph, flight line 14L, print 20, Servier County (T.N.), 1953 October 4 Great Smoky Mountains National Park October 4, 1953 aerial photograph of Servier County. Symbol: AOB. Flight line: 14L. Print number: 20. Scale 1:20000. Frame: AOB-14L-20. Flight ID: AOB-1953.
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1953-10-04
View series 
Snow storm damage Great Smoky Mountains National Park Route 3A, Fighting' Creek Gap.Snow Storm Damage, IV-D-13373, Miscellaneous - Disasters (Fires; floods; accidents; plane crashes; landslides; snow storm damage)
1954-03
Paris Mountain State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism PM-20 Paris Mountain State Park Three people on nature trail June, 1954 JCW
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1954-06
Cheraw State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism CH-20. Cheraw State Park. Lake. August 4, 1954. WTA
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1954-08-04
General view, Pioneer farmstead Great Smoky Mountains National Park 16 x 20" mural in museum. Note sign in foreground.",Pioneer Farmstead; General view from Highway, II-B-(5)-Ocon-9651, Physical Facilities - Buildings - Historic buildings being preserved - Oconaluftee pioneer, Farmstead buildings
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1955-02
Andrew Jackson State Park, South Carolina AJ-20. Andrew Jackson Historical State Park. Monument and Museum. April 1956. CWJ.
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1956-04
Pleasant Ridge County Park, South Carolina South Carolina Department of Parks, Recreation and Tourism PR-B-20 Pleasant Ridge State Park Picnic Shelter June, 1956 JTH
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1956-06
Santee State Park, South Carolina South Carolina Department of Parks, Recreation and Tourism SA-20; Santee State Park; Swimming Area; June, 1956; JTH
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1956-06
Low-burning fire in grassland Everglades National Park; National Park Service On Slide: East Cape; 1979; DAID 20 Min; A-3; 080
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1979
Fire damage, Building 45, Stagecoach Inn, roof, 1979 Harpers Ferry National Historical Park Fire Damage. Building 45. Fire, May 20, 1979 9:20 AM.
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1979-05-20
Fire damage, Building 45, Stagecoach Inn, 1979 Harpers Ferry National Historical Park Fire Damage. Building 45. Fire, May 20, 1979 9:20 AM.
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1979-05-20
Fire damage, Building 45, Stagecoach Inn, 1979 Harpers Ferry National Historical Park Fire Damage. Building 45. Fire, May 20, 1979 9:20 AM.
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1979-05-20
Fire damage, Building 45, Stagecoach Inn, 1979 Harpers Ferry National Historical Park Fire Damage. Building 45. Fire, May 20, 1979 9:20 AM.
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1979-05-20
Fire damage, Building 45, Stagecoach Inn, 1979 Harpers Ferry National Historical Park Fire Damage. Building 45. Fire, May 20, 1979 9:20 AM.
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1979-05-20
Trees remaining after fire Everglades National Park; National Park Service On Slide: Prescribed burn; S.E. boundary fire of 3/15/80 #8006-6; 3/20/80; Breen; A-2-c; 204
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1980-03-20
Plastic Apron-Gutter Will Improve Gum Grades for Naval Stores Producers University of Georgia Libraries vol. 20; Call number: ga f600 r4 s1 p2 n.20.
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1981-07
Charlestown Navy Yard, 1890-1973 Clemson University Libraries Call number: i29.86: 20/v.1.
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1988
Turkey Point, April 20, 1989 Biscayne National Park; National Park Service Turkey Point.
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1989-04-20
Reef tract, aerial, April 20, 1989 Biscayne National Park; National Park Service Reef tract, aerial.
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1989-04-20
Infrared aerial photograph, flight line 20 E-W, print 3601, 1992 May Great Smoky Mountains National Park GRSM. Infrared aerial. Flight line 20. Print 3601. Scale 1:12000. May, 1992.
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1992-05
View series 
Status of Alaska Wetlands Clemson University Libraries Call number: i49.2: w53/20.
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1994
Bridge No. 1, over Straight Fork
Bridge No. 4, over Twentymile Creek
Bridge No. 11, over Noland Creek
Bridge No. 1, over Indian Creek
Bridge No. 4, over Moore Springs Branch
Bridge No. 2, over Moore Springs Branch
Forney Creek Road; Bridge No. 20
Bridge No. 4, over Moore Springs Branch
Bridge No. 4, main channel, Forney Creek
Bridge No. 4, main channel, Forney Creek
Bridge No. 1, over Anthony Creek
Bridge No. 4, over Indian Flats Prong
Bridge No. 6, over Lost Creek
Bridge No. 2, over Middle Prong
Bridge No. 11, over Noland Creek
Bridge No. 2, over Middle Prong
Bridge No. 4, over Twentymile Creek
Bridge No. 2, over Kephart Prong
Bridge No. 6, over Indian Creek
Bridge No. 1, over Mingus Creek
Bridge No. 3 over Parsons Branch
Bridge No. 1, over Indian Creek
Bridge No. 2, over Moore Springs Branch
Bridge No. 4, over Indian Flats Prong
Little Pee Dee State Park, South Carolina
Table Rock State Park, South Carolina
Table Rock State Park, South Carolina
Table Rock State Park, South Carolina
Table Rock State Park, South Carolina
Aerial photograph, flight line 14L, print 20, Servier County (T.N.), 1953 ...
Snow storm damage
Paris Mountain State Park, South Carolina
Cheraw State Park, South Carolina
General view, Pioneer farmstead
Andrew Jackson State Park, South Carolina
Pleasant Ridge County Park, South Carolina
Santee State Park, South Carolina
Low-burning fire in grassland
Fire damage, Building 45, Stagecoach Inn, roof, 1979
Fire damage, Building 45, Stagecoach Inn, 1979
Fire damage, Building 45, Stagecoach Inn, 1979
Fire damage, Building 45, Stagecoach Inn, 1979
Fire damage, Building 45, Stagecoach Inn, 1979
Trees remaining after fire
Plastic Apron-Gutter Will Improve Gum Grades for Naval Stores Producers
Charlestown Navy Yard, 1890-1973
Turkey Point, April 20, 1989
Reef tract, aerial, April 20, 1989
Infrared aerial photograph, flight line 20 E-W, print 3601, 1992 May
Status of Alaska Wetlands
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