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147
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
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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
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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. 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
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1952
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
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
Trends University of Georgia Libraries vol. 20, no.1; Call number: j84: i29.93: v.20.
1983
Charlestown Navy Yard, 1890-1973 Clemson University Libraries Call number: i29.86: 20/v.1.
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1988
Caesar Creek, April 20, 1989 Biscayne National Park; National Park Service Caesar Creek.
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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
Status of Alaska Wetlands Clemson University Libraries Call number: i49.2: w53/20.
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1994
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