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. 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)-11257, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 3, over Mingus Creek; Dimensions: 1 span- 18' x 1'; skew 30 degrees; width 14'; Abutment: Log crib; Superstructure: 6 log stringers, 7 to 9; 2, 2-layer, plank deck; Condition: Stringers, fair; rest of bridge in poor condition; Proposed: Replace with steel stingers, wood deck, 2 spans 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11215, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Mingus Creek
Great Smoky Mountains National Park
Bridge No. 3, over Mingus Creek; Dimensions: 1 span- 18' x 1'; skew 30 degrees; width 14'; Abutment: Log crib; Superstructure: 6 log stringers, 7 to 9; 5, 2-layer, plank deck; Condition: Stringers, fair; rest of bridge in poor condition; Proposed: Replace with steel stingers, wood deck, 2 spans 20' x 4'; Estimate: $2, 000,Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11216, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Shut-in Creek
Great Smoky Mountains National Park
Bridge No. 3, over Shut-in Creek; Dimensions: 2 spans- 23' x 7' at right angles; width 9.8'; Abutments: log cribs; Intermediate Support: double log bent; Superstructure: 3-14 to 18 log stringers, support 7 x 8 floor beams on 30 centers; 3 plank deck; condition: Deck, abutmenets, wheel guards, and mud sill poor; bents and stringers fair; Proposed: replace with steel stringers, wood deck, 1 span 12' x 6'; Estimate: 1, 000,Bridge Maintenance Report of TRE- 1114; Thunderhead Prong Road, II-F-(5)-11169, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Shut-in Creek
Great Smoky Mountains National Park
Bridge No. 3, over Shut-in Creek; Dimensions: 2 spans- 23' x 7' at right angles; width 9.8'; Abutments: log cribs; Intermediate Support: double log bent; Superstructure: 3-14 to 18 log stringers, support 7 x 8 floor beams on 30 centers; 3 plank deck; condition: Deck, abutmenets, wheel guards, and mud sill poor; bents and stringers fair; Proposed: replace with steel stringers, wood deck, 1 span 12' x 6'; Estimate: 1, 000,Bridge Maintenance Report of TRE- 1114; Thunderhead Prong Road, II-F-(5)-11170, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, Ramsey Prong
Great Smoky Mountains National Park
Bridge No. 4 (log), Ramsey Prong; Dimensions: 4 spans- 15' x 8', 29' x 8', 19' x 8'; width 10'; skew 5 degrees; Abutment: Log sills on HPRE; Intermediate Support: 2 double log bents, 1 single log bent on mud sills; Superstructure: 6 log stringers (10 to 16), split log deck, with 3 plank runners; Condition: Decking, muk sills, caps, wheel guard, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $5, 500,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11202, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, Ramsey Prong
Great Smoky Mountains National Park
Bridge No. 4 (log), Ramsey Prong; Dimensions: 4 spans- 15' x 8', 29' x 8', 19' x 8'; width 10'; skew 5 degrees; Abutment: Log sills on HPRE; Intermediate Support: 2 double log bents, 1 single log bent on mud sills; Superstructure: 6 log stringers (10 to 16), split log deck, with 3 plank runners; Condition: Decking, muk sills, caps, wheel guard, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $5, 500,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11203, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
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
Bridge No. 4, over Cove Creek
Great Smoky Mountains National Park
Bridge No. 4, over Cove Creek; Dimensions: 2 spans 17' x 5', Skew 10 degrees, width 11'; Abutments: log sills on HPRE; Intermediate Support: log bents; Superstructure: 4-10 to 14 log stringers, 3 plank deck; Condition: deck fair, rest poor; Proposed: Replace with steel stringers, wood deck, 2 spans, 21' x 10'; Estimate: $3, 000 Note: Bridges 1-3 very small, so are not included in report, Bridge Maintenance Report of 1952, II-F-(5)-11154, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Cove Creek
Great Smoky Mountains National Park
Bridge No. 4, over Cove Creek; Dimensions: 2 spans 17' x 5', Skew 10 degrees, width 11'; Abutments: log sills on HPRE; Intermediate Support: log bents; Superstructure: 4-10 to 14 log stringers, 3 plank deck; Condition: deck fair, rest poor; Proposed: Replace with steel stringers, wood deck, 2 spans, 21' x 10'; Estimate: $3, 000 Note: Bridges 1-3 very small, so are not included in report, Bridge Maintenance Report of 1952; CAD-100, Parsons Branch Road, II-F-(5)-11153, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 27' x 4'; skew 45 degrees; width 10'; Abutments: 12 half-log sillon HPRE; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck 1 span 26'x4'; Estimate: $1, 300.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11258, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 29'x14'; width 10.5'; Abutments: V-type log crib; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except upper abutment, which is poor; Proposed: Replace with steel stringers, wood deck, 1 span 30'x14'; Estimate: $1, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11247, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span - 29'x14'; width 10.5'; Abutments: V-type log crib; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck with 3 plank runners; Condition: Fair, except upper abutment, which is poor; Proposed: Replace with steel stringers, wood deck, 1 span 30'x14'; Estimate: $1, 500.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11246, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 27' x 4'; skew 45 degrees; width 10'; Abutments: 12 half-log sillon HPRE; Superstructure: 4 - 12 to 16 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck 1 span 26'x4'; Estimate: $1, 300.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 4, over Indian Creek, II-F-(5)-11259, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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
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
Bridge No. 4, over Little River
Great Smoky Mountains National Park
Bridge No. 4, over Little River; Dimensions: 7 spans- 32.5' x 10', 35.5' x 10', 15' x 10', 17' x 10' 17.5' x 10', 17.5' x 10', 13' x 10; width 9.5; Skew 30 degrees; Abutment: North, log crib South, 18 log mud sill; Intermediate Support: Piers No. 1 and 2: massive concrete; Piers No. 3, 4, 5, and 6, log bents; Superstructure: span No. 1, 4- 14 to 16 log stringers; other spans 3, 14 to 16 log stringers; 3 plank deck; Condition: Abutments very poor; bents poor to fair; concrete piers undetermined; deck, poor; stringer, good; Proposed: Replace with steel beams, wood deck. 2 spans 32' x 8'; Estimate: $3, 500,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11179, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 4, over Little River
Great Smoky Mountains National Park
Bridge No. 4, over Little River; Dimensions: 7 spans- 32.5' x 10', 35.5' x 10', 15' x 10', 17' x 10' 17.5' x 10', 17.5' x 10', 13' x 10; width 9.5; Skew 30 degrees; Abutment: North, log crib South, 18 log mud sill; Intermediate Support: Piers No. 1 and 2: massive concrete; Piers No. 3, 4, 5, and 6, log bents; Superstructure: span No. 1, 4- 14 to 16 log stringers; other spans 3, 14 to 16 log stringers; 3 plank deck; Condition: Abutments very poor; bents poor to fair; concrete piers undetermined; deck, poor; stringer, good; Proposed: Replace with steel beams, wood deck. 2 spans 32' x 8'; Estimate: $3, 500,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11180, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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