Additional topography for residence and maintenance area sites
Blue Ridge Parkway
Virginia, Section 1M.
Additional topography for residence and maintenance area sites
Blue Ridge Parkway
Virginia, Section 1M.
Aiken State Park, South Carolina
AK-63. Aiken State Park. June, 1956. Maintenance JTH.
Aiken State Park, South Carolina
South Carolina Department of Parks, Recreation and Tourism
AK-42/ Aiken State Park. June, 1956. Maintenance JTH
Attempt to open up the Clingmans Dome Road from Indian Gap to Forney Ridge
Great Smoky Mountains National Park
Attempt to open up the Clingmans Dome Road from Indian Gap to Forney Ridge...Wanted to check conditions of comfort station. The big V-snowplow could not clear off the sections of frozen snow in drifts up to several feet deep,Clingmans Dome Road, II-R-Maint-7782, Physical Facilities - Roads - Maintenance of Roads
Attempt to open up the Clingmans Dome Road from Indian Gap to Forney Ridge
Great Smoky Mountains National Park
Attempt to open up the Clingmans Dome Road from Indian Gap to Forney Ridge...Wanted to check condition of comfort station. The big V-snowplow could not clear off the sections f frozen snow, in drifts up to several feet deep.Clingmans Dome Road, II-R-Maint-7783, Physical Facilities - Roads - Maintenance of Roads
Base for new road repairs following slide on Little River Road, Tennessee, 1974
Great Smoky Mountains National Park
Base for new road,Repair of Slide, Little River Road, II-R-Maint-17647
1974
Bote Mountain truck trail before brushing and clearing, Bote Mountain, Tennessee, 1961
Great Smoky Mountains National Park
Before brushing.Bote Mountain Truck Trail, II-T-Maint-5992, Physical Facilities - Trails - Trail Maintenance
1961-01
Boys in student conservation group work on hill with erosion problem, 1969
Great Smoky Mountains National Park
Working of an erosion problem at Air Tanker Base. Student Conservation Group, IV-Z-Youth-17295
1969-07
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
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
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
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