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Clemson University Libraries
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Everglades National Park
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Great Smoky Mountains National Park
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Mammoth Cave National Park
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South Carolina Department of Parks, Recreation and Tourism
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Collection
Black and white negatives of South Carolina State Parks, 1934-1967
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Color Slides of Everglades National Park
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Mammoth Cave National Park Nitrate Negatives Collection
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Negatives of Great Smoky Mountains National Park
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Photographs of Everglades NP
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Coen, Reid
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Loftis, W. M. Jr.
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Rowe, Abbie
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Toops, Connie
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Aiken State Park
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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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1952
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11239, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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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
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1952
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11241, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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
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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
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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
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1952
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
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1952
Bridge No. 2, over Parsons Branch
Great Smoky Mountains National Park
Bridge No. 2, over Parsons Branch; Dimensions: 3 spans @ 12.5' x 4'; 25' x 6'; 24' x 5', Skew-Bridge 30 degrees left, stream 45 degrees, width 11'; Abutments: 24 log sills on HPRE; Intermediate Supports: Heavy log bents; Superstructure: 5-12 to 18 log stringers, 3 plank deck; Condition: Deck good, rest fair; Proposed: Replace with steel stringers, wood deck, 2 spans 18' x 5'; Estimate: $1, 800,Bridge Maintenance Report of 1951; CAD-100 Parsons Branch Road, II-F-(5)-11150, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 2, overflow channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: One span - 17'x6'; skew 30 degrees; width 10'; area waterway 90 SF; Abutments: Rock-filled log cribs; Superstructure: 3 - 12 to 16 log stringers; 3 deck; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 1 span- 18'x6'; Estimate: $900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 2, overflow channel, Forney Creek, II-F-(5)-11266, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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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
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1952
Bridge No. 3, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 22'x5', 21'x5', 21'x5', 16'x5'; skew 30 degrees; width 10'; area waterway 260 sq. ft. Abutments: Rock-filled log cribs; Intermediate Supports: Double bents of 12 to 16 logs; Superstructure: Each span, 3 log stringers, 12 to 16. Deck, split logs with 3 plank runners; Condition: Abutments poor; stringers good; deck poor; bents poor; Proposed: Replace with steel stringers, wood deck, 2 spans of 30'x6'; Estimate: $3, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 3, main channel, Forney Creek, II-F-(5)-11268, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 3, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 22'x5', 21'x4', 16;x5'; skew 30 degrees; width 10'; area waterway 260 sq. ft. Abutments: Rock-filled log cribs; Intermediate Supports: Double bents of 12 to 16 logs; Superstructure: Each span, 3 log stringers, 12 to 16. Deck, split logs with 3 plank runners. Condition: Abutments poor; stringers good; deck poor; bents poor; Proposed: Replace with steel stringers, wood deck, 2 spans of 30'x6'; Estimate: $3, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 3, main channel, Forney Creek, II-F-(5)-11267, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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 1/4 plank deck with 3 runners; Condition: Fair, except deck, which is rotten; Proposed: Replace with steelstringers, wood deck, 1 span 30'x8'; Estimate: $1, 500,Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11229, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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)-11244, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 3, over Huskey Branch
Great Smoky Mountains National Park
Bridge No. 3, over Huskey Branch; Dimensions: 1 span, 18.5' x 5', width 10.5', at right angles; Abutments: log crib; Superstructure: (3) 14 to 18 log stringers; 3 plank deck; Condition: Abutments, deck, guard rails, poor; stringers, sound; Proposed: Replace with steel stringer, wood deck, 1 span 16' x 4'; Estimate $1, 000,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11178, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 3, over Huskey Branch
Great Smoky Mountains National Park
Bridge No. 3, over Huskey Branch; Dimensions: 1 span, 18.5' x 5', width 10.5', at right angles; Abutments: log crib; Superstructure: (3) 14 to 18 log stringers; 3 plank deck; Condition: Abutments, deck, guard rails, poor; stringers, sound; Proposed: Replace with steel stringer, wood deck, 1 span 16' x 4'; Estimate $1, 000,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11177, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
View on map
1952
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Kephart Prong
Bridge No. 2, over Lynn Camp Prong
Bridge No. 2, over Lynn Camp Prong
Bridge No. 2, over Middle Prong
Bridge No. 2, over Middle Prong
Bridge No. 2, over Parsons Branch
Bridge No. 2, over Parsons Branch
Bridge No. 2, overflow channel, Forney Creek
Bridge No. 3 over Parsons Branch
Bridge No. 3, main channel, Forney Creek
Bridge No. 3, main channel, Forney Creek
Bridge No. 3, over Bradley Fork
Bridge No. 3, over Bradley Fork
Bridge No. 3, over Deep Creek
Bridge No. 3, over Deep Creek
Bridge No. 3, over Huskey Branch
Bridge No. 3, over Huskey Branch
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