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Regional Office Comment Drawing Parking Overlook, Edisto Beach State Park State Park 8 South Carolina South Carolina Department of Parks, Recreation and Tourism Scale: 1"=30'; EB-2002-1-1
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1937-08-13
Bridge over Mingus Creek Great Smoky Mountains National Park Bridge No. over Mingus Creek; Dimensions: 1 span- 16'x2'; skew 10 degrees; width 11'; Abutments: Log crib; Superstructure: 4 log stringers, 10: to 12; 3 plank deck; Condition: Bridge in fair condition; Proposed: Replace with steel stringers, wood deck, 2 span 18'x4'; Estimate: $1, 800.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11219, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge over Mingus Creek Great Smoky Mountains National Park Bridge No. ?, over Mingus Creek; Dimensions: 1 span- 17'x2'; skew 30 degrees; width 10.5'; Abutment: Log sills; Superstructure: 4-10 to 12 log stringers; 3 plank deck; Condition: Wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers wood deck, 1 span 24'x4'; Estimate: $1, 200.Bridge Maintenance Report of 1951; OCO-144, over Mingus Creek, II-F-(5)-11221, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Terry Chilcoat, naturalist on duty, Cades Cove Orientation Station, Tennessee, 1969 Great Smoky Mountains National Park Cades Cove Orientation Station; Naturalist on duty, Terry Chilcoat, IV-U-Nat-15329, Miscellaneous - Use of Park - Naturalist Conducted Groups
Parking area of visitors using facilities of horse concession, Horse barn in center background, Gatlinburg, Tennessee Great Smoky Mountains National Park Work Order No. R-18 GRSM. Completion report photo. Parking area in use by park visitors using facilities of horse concession. Horse barn in center background.Two-Mile Branch Horse Concession; Roads, parking area, and trails, II-HC-2Mi-7235, Physical Facilities - Horse Concession Facilities - Two Mile Branch Stables
Bridge over Mingus Creek Great Smoky Mountains National Park Bridge No. over Mingus Creek; Dimensions: 1 span- 16'x2'; skew 10 degrees; width 11'; Abutments: Log crib; Superstructure: 4 log stringers, 10: to 12; 3 plank deck; Condition: Bridge in fair condition; Proposed: Replace with steel stringers, wood deck, 2 span 18'x4'; Estimate: $1, 800.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11220, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Building Report Photo of comfort station at Heintooga Ridge, Building number 350, North Carolina, 1953 Great Smoky Mountains National Park Heintooga Ridge. Front view. Building report photo. Comfort station; building No. 350, II-B-(4)-1773, Physical Facilities - Buildings - Visitor use buildings
Bridge No. 6, overflow channel Great Smoky Mountains National Park Dimensions: Single span, 25'x2.5'; skew 45 degrees; width 10'; area waterway 50 sq. ft. Abutment: Log Crib; Superstructure: ; Condition: Abutments poor; stringers sound; deck poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span of 26'x4'; Estimate: $1,300. Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 6, overflow channel, II-F-(5)-11272, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Terry Chilcoat, naturalist on duty, Cades Cove Orientation Station, Tennessee, 1969 Great Smoky Mountains National Park Cades Cove Orientation Station; Naturalist on duty, Terry Chilcoat, IV-U-Nat-15330, Miscellaneous - Use of Park - Naturalist Conducted Groups
Yellowstone photo album 2, page 82 Yellowstone National Park
Park ranger and visitors on a boat Biscayne National Park; National Park Service
Cars parked on roadside Kings Mountain National Military Park; National Park Service
Bridge No. 3, over Indian Creek Great Smoky Mountains National Park Dimensions: 1 span- 23'x4.5'; skew 10 degrees; width 10'; Abutments: 12 log stills on HPRE; Superstructure: 4 -12 to 16 log stringers; 3 plank deck; Condition: Good; Proposed: Replace with steel stringers, wood deck, 1 span 26'x6'; Estimate: $1, 300. Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 3, over Indian Creek, II-F-(5)-11256, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, over Indian Creek Great Smoky Mountains National Park Dimensions: 3 spans - 4'x11', 20'x11', 6'x11'; skew 10 degrees; width 11'; Abutments: 36 log still on HPRE; Intermediate Support: Massive log bents on HPRE integral with abutment; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x11'; Estimate: $2, 000.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 5, over Indian Creek, II-F-(5)-11261, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
Building Report Photo of comfort station at Balsam Mountain campground, Building number 306, North Carolina, 1953 Great Smoky Mountains National Park Balsam Mountain campground. Building report photo.Comfort station; building No. 306, II-B-(4)-1768, Physical Facilities - Buildings - Visitor use buildings
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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