Bridge No. 3, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 3 spans- 11'x7', 18'x7', 14'x6'; skew 30 degrees; width 12'; Abutments: Log sills, Intermediate Support: Log bent piers; Superstructure: 5 - 12 to 14 log stringers; 3 plank deck; Condition: Deck good; rest, poor to fair; Proposed: Replace with steel stringers, wood deck, 1 span 40'x6'; Estimate: $2, 200.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 3, over Moore Springs Branch, II-F-(5)-11329, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: 1 span- 25' x 3.5'; skew: bridge 10 degrees, stream 30 degrees; width 12'; Abutments: Log crib; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck rotted away; rest fair; Proposed: Replace with still stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 3, over Moore Springs Branch, II-F-(5)-11340, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Noland Creek
Great Smoky Mountains National Park
Dimensions: 2 spans of 28'x5'; skew 30 degrees; area waterway 240 sq. ft. drainage area 20.3 sw. mi. Abutments: Concrete; Center Pier: Concrete; Superstructure: Each span supported by 3 - 17-3/4 x 7-3/4 x 30' 501b WF I-beams; 10 transverse I-beams framed at 1/3 points. Support 6 - 4x12 wood stringers, deck 3 plank. Condition: Decking loose; rest very good; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 3, over Noland Creek, II-F-(5)-11312, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over Noland Creek
Great Smoky Mountains National Park
Dimensions: 2 spans of 28'x5'; skew 30 degrees; area waterway 240 sq. ft. drainage area 20.3 sw. mi. Abutments: Concrete; Center Pier: Concrete; Superstructure: Each span supported by 3 - 17-3/4 x 7-3/4 x 30' 501b WF I-beams; 10 transverse I-beams framed at 1/3 points. Support 6 - 4x12 wood stringers, deck 3 plank. Condition: Decking loose; rest very good; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 3, over Noland Creek, II-F-(5)-11313, 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. 3, over unnamed side branch
Great Smoky Mountains National Park
Dimensions: One span- 22'x6' at right angles; width 12'; waterway area 170 sq. ft. Abutments: Log Crib; Superstructure: 3 log stringers 12 to 14"; 3" plank deck; Condition: Abutment poor; rest fair; Proposed: Replace with 2 - 40" CM pipes; Estimate: $400.",Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 3, over unnamed side branch, II-F-(5)-11308, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over unnamed side branch
Great Smoky Mountains National Park
Dimensions: One span- 22'x6' at right angles; width 12'; waterway area 170 sq. ft. Abutments: Log Crib; Superstructure: 3 log stringers 12 to 14"; 3" plank deck; Condition: Abutment poor; rest fair; Proposed: Replace with 2 - 40" CM pipes; Estimate: $400.",Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 3, over unnamed side branch, II-F-(5)-11309, 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
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