Montebello maintenance area sewage disposal system plan and profile
Blue Ridge Parkway
As Built, Virginia, Section 1E.
Montebello maintenance area sewage disposal system plan and profile
Blue Ridge Parkway
Virginia, Section 1E.
Montebello maintenance area sewage disposal system plan and profile
Blue Ridge Parkway
Virginia, Section 1E.
Montebello maintenance area sewage disposal system plan and profile
Blue Ridge Parkway
Virginia, Section 1E.
Road maintenance near Newfound Gap, North Carolina
Great Smoky Mountains National Park
Section 1B, about 3 miles below Newfound Gap. Cave-in due to water washing through porous fill.Road Maintenance; Section 1A, II-R-Maint-9491, Physical Facilities - Roads - Maintenance of Roads
Road maintenance near Newfound Gap, North Carolina
Great Smoky Mountains National Park
Section 1B, about 3 miles below Newfound Gap. Cave-in due to water washing through porous fill.Road Maintenance; Section 1A, II-R-Maint-9492, Physical Facilities - Roads - Maintenance of Roads
Road maintenance, Cole branch, Tennessee
Great Smoky Mountains National Park
Breakup just above Cole Branch, Section 1A. Drain cut to left.Road Maintenance; Section 1A, II-R-Maint-9486, Physical Facilities - Roads - Maintenance of Roads
Road Maintenance, Cliff Branch, Tennessee
Great Smoky Mountains National Park
Breakup near Cliff Branch,Road Maintenance; Section 1A, II-R-Maint-9500, Physical Facilities - Roads - Maintenance of Roads
Road maintenance, below Kephart, North Carolina
Great Smoky Mountains National Park
Breakup below Kephart,Road Maintenance; Section 1A, II-R-Maint-9501, Physical Facilities - Roads - Maintenance of Roads
Bridge No. 1, over Poplar Branch
Great Smoky Mountains National Park
Bridge No. 1, over Poplar Branch; Dimensions: 17' x 10', 17' x 10', 14' x 10', north to south; width 10'; Abutments: North, log cribs South, log sill; Intermediate Support: 2 log bents; Superstructure: (4) 14 to 18 log stringers; 3 plank deck; Condition: Abutment, poor; stringers, rotten at ends; rest of bridge, fair; Proposed: Replace bridge with two (2) 54 C.M. pipes and fill; Estimate: $1, 000, Bridge Maintenance Report of 1952; ELK-118, Jakes Creek Road, II-F-(5)-11191, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Forney Creek Road, Bridge No. 23, over Dry Gulch
Great Smoky Mountains National Park
Dimensions: Single span- 28'x2'; width 12'; no skew; Abutments: Log sills; Superstructure: 3 - 12 to 16 log stringers; 3 plank deck; Condition: Abutment poor; rest of bridge, fair; Proposed: Replace with fill and 18 CM pipe; Estimate: $80.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 23, over Dry Gulch, II-F-(5)-11296, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge no. 10, Slab Camp Branch
Great Smoky Mountains National Park
Dimensions: Single span- 25'x5'; skew 30 degrees; width 10'; area waterway 110 sq. ft. Abutments: North abutment is log bent backed by HPRE; no south abutment--stringers rest on mud sills; Superstructure: 3 log stringers, 12 to 16; split log deck with plank runners; Condition: Abutments, good; stringer, rotten at end; deck, rotten; as a whole, the bridge is in very poor condition; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimate: $1, 000.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge no. 10, Slab Camp Branch, II-F-(5)-11281, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 8, over small branch
Great Smoky Mountains National Park
Bridge No. 8 (log), over small branch; Dimensions: 1 span- 18' x 2'; width 11', no skew; Abutment: Log sills on HPRE; Superstructure: 5 log stringers, 12 to 16; split log deck; Condition: deck and wheel guard, poor; rest of bridge, fair; Proposed: Replace with 48 C.M. pipe; Estimate: $400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11210, 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. 8, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 22'x5', 24.5'x5', 20'x5'; skew 25 degrees; width 10.3; area waterway 290 sq. ft. Abutments: Log sills; Intermediate Support: Log bents; Superstucture: Each span has 3 - 12 to 18 log stringers; split log decking with runners; Condition: Mud sills rotten; stringers sound; decking poor; guard rails poor; bents, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans of 34'x6'; Estimate: $3, 400.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 8, main channel, Forney Creek, II-F-(5)-11277, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Forge Creek
Great Smoky Mountains National Park
Bridge No. 6, over Forge Creek; Dimensions: 3 spans, 15' x 4.5', 28' x 4.5', 12' x 4.5', skew 15 degrees, width 11'; Abutments: 24 log stills; Intermediate Supports: log bents; Superstructure: 5-14 to 16 log stringers, 3 plank deck; Condition: deck good, rest fair; Proposed: Replace with steel stringers, wood deck, 2 spans 21' x 5'; Estimate: $2, 100,Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11157, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Moore Springs Branch
Great Smoky Mountains National Park
Dimensions: One span- 18'x6'; no skew; width 12'; Abutments: Log crib; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Deck good; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 1, over Moore Springs Branch, II-F-(5)-11324, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, overflow channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: One span - 17'x6'; skew 30 degrees; width 10'; area waterway 90 SF; Abutments: Rock-filled log cribs; Superstructure: 3 - 12 to 16 log stringers; 3 deck; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 1 span- 18'x6'; Estimate: $900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 2, overflow channel, Forney Creek, II-F-(5)-11266, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 7, over Rough Creek
Great Smoky Mountains National Park
Bridge No. 7, over Rough Creek; Dimensions: 2 spans- 19' each; width 10'; Abutment: log crib; Intermediate Support: Log crib pier; Superstructure: (3) 14 to 16 log stringers; 3 plank deck; Condition: Abutments, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 2 spans 12' x 4'; Estimate $1, 500,Bridge Maintenance Report of 1952; ELK-117, Little River Road, II-F-(5)-11183, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Oconaluftee River
Great Smoky Mountains National Park
Bridge No. 1, over Oconaluftee River; Dimensions: 6 spans- 12'x8', 18'x8', 15'x9', 16'x9', 19'x8', 16'x8'; skew 30 degrees left; width12'; Abutments: North - log crib; South - log sill; Intermediate Support: Pier 1, double log bent; Piers 2, 3, 4, and 5, singlelog bents; Superstructure: 8 - 4-1/8 x 4-5/8" steel rail slingers; 3" plank deck with 3" plank runners; Condition: Mud sills rotten; Pier No. 4 partly undermined; rest of bridge good; Proposed: .",Bridge Maintenance Report of 1952; OCO-145, entrance to Kephart Prong Road on 1BKe, II-F-(5)-11235, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Anthony Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 21' x 3', 26' x 5', and 11' x 3'; skew 10 degrees; Abutments: Log sills; Intermediate Support: Log bents; Superstructure: 5-12 to 14 log stringers; plank deck with 3 plank runners; Conditions: Poor; 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. 2, over Anthony Creek, II-F-(5)-11350, 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 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 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)-11260, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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)-11181, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Indian Creek
Great Smoky Mountains National Park
Dimensions: 1 span- 20'x4'; skew 10 degrees; width 10.3'; Abutments: 12 half-log stills on U-type HPRE; Superstructure: 4 - 12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimates: $1, 000.Bridge Maintenance Report of 1952; DEP-150, Indian Creek Road; Bridge No. 6, over Indian Creek, II-F-(5)-11262, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, overflow channel
Great Smoky Mountains National Park
Bridge No. 5 (log), overflow channel; Dimensions: 2 spans- 27' x 11', 23' x 2.5'; width 10.7', no skew; Abutment: Rock filled log cribs; Intermediate Support: 2 double log bents; Superstructure: 4 log stringers (12 to 16); 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 2 spans, 36' x 8'; Estimate: $4, 400,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11205, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 6, over Ramsey Prong
Great Smoky Mountains National Park
Bridge No. 6 (log), over Ramsey Prong; Dimensions: 6 spans- 23' x 3.5', 24' x 10.5', 28' x 16', 40' x 10.5', 22' x 3.5', 24' x 3.5'; width 10.7'; skew 10 degrees; Abutments: West-log crib East- 16 log sill; Intermediate Support: Piers 1, 2, and 5, double log bents on mud sills; Piers 3 and 4, double story leg bents with bottom story quad. log bent; upper story double log bents knee-braced to stringers; Superstructures: 5 log stringers, 12 to 16, 3 plank deck; Condition: Caps and mud sills, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 3 spans: (1) 40' x 16' and (2) 22' long; Estimate: $5, 500,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11207, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Straight Fork
Great Smoky Mountains National Park
Bridge No. 1, over Straight Fork; Dimensions: 8 spans- 16' x 6', 18' x 6', 19' x 6', 20' x 6', 19' x 6', 19' x 6', 19' x 6'; skew 45 degrees; width 12.5'; Abutments: Riprapped log sills; Intermediate Support: 12 x 12 timber bents on mud sils; Superstructure: 4- 12 x 12 hewed stringers; 3 plank deck; 3 plank runners; Conditions: Deck, poor; runners, fair; wheel guard, poor; caps, rotten; stringers, apparently ok; Proposed: Replace with steel stringers, wood deck, 2 spans 30' x 6'; Estimate: $3, 000,Bridge Maintenance Report of 1952; RAV-142, Balsam Mountain Road, II-F-(5)-11212, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Forney Creek Road, Bridge No. 23, over Dry Gulch
Great Smoky Mountains National Park
Dimensions: Single span- 28'x2'; width 12'; no skew; Abutments: Log sills; Superstructure: 3 - 12 to 16 log stringers; 3 plank deck; Condition: Abutment poor; rest of bridge, fair; Proposed: Replace with fill and 18 CM pipe; Estimate: $80.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 23, over Dry Gulch, II-F-(5)-11295, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Long Branch
Great Smoky Mountains National Park
Bridge No. 1 (log), over Long Branch; Dimensions: 1 span, 15' x 3.5', no skew; width 10'; Abutment: HPRE; Superstructure: 4 log stringers (12 to 14); 3 plank decking; Condition: Fair: Proposed: Replace with sted stringers, wood deck, 1 span, 16' x 4'; Estimate: $800,Bridge Maintenance Report of 1952; GRE-128, Porters Creek Road, II-F-(5)-11194, 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. 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. 1, over Straight Fork
Great Smoky Mountains National Park
Bridge No. 1, over Straight Fork; Dimensions: 8 spans- 16' x 6', 18' x 6', 19' x 6', 20' x 6', 19' x 6', 19' x 6', 19' x 6'; skew 45 degrees; width 12.5'; Abutments: Riprapped log sills; Intermediate Support: 12 x 12 hewed stringers; 3 plank deck; 3 plank runners; Conditions: Deck, poor; runners, fair; wheel guard, poor; caps, rotten; stringers, apparently ok; Proposed: Replace with steel stringers, wood deck, 2 spans 30' x 6'; Estimate: $3, 000,Bridge Maintenance Report of 1952; RAV-142, Balsam Mountain Road, II-F-(5)-11213, 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. 8, over Twentymile Creek
Great Smoky Mountains National Park
Dimensions: 2 spans- 24'x5', 17'x5'; skew: bridge, none; stream, 45 degrees: width 12'; Abutments: 24 log sill on solid rock and HPRE; Intermediate Support: Log bent pier; Superstructure: 5 - 12 to 14 log stringers; split log deck, 3 runners; Condition: Deck almost gone; stringers and bent, fair; Proposed: Replace with steel stringers, wood deck, 1 span 32'x6'; Estimate: $1, 600. Bridge Maintenance Report of 1952; TWE-165, Twentymile Creek Road; Bridge No. 8, over Twentymile Creek, II-F-(5)-11336, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 8, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 22'x5', 24.5'x5', 20'x5'; skew 25 degrees; width 10.3; area waterway 290 sq. ft. Abutments: Log sills; Intermediate Support: Log bents; Superstucture: Each span has 3 - 12 to 18 log stringers; split log decking with runners; Condition: Mud sills rotten; stringers sound; decking poor; guard rails poor; bents, poor to fair; Proposed: Replace with steel stringers, wood deck, 2 spans of 34'x6'; Estimate: $3, 400.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 8, main channel, Forney Creek, II-F-(5)-11276, 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
Bridge No. 1, over Noland Creek
Great Smoky Mountains National Park
Dimensions: Single span- 44.3'x5'; skew 30 degrees; width 10'; waterway area 190 sq. ft. Abutments: 10 x 10 creosoted timber bents on timber mud sills; Superstructure: 3 - 21 x 8-1/4 x 46', 631b WF I-beams... At the 1/3 points, 10 transverse I-beams are framed in and these support 4 - 3x12' timber stringers; deck 3 plank; Condition: Abutment, only fair; the rest, good; Proposed: Replace timber abutments with masonry; Estimate: $500.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 1, over Noland Creek, II-F-(5)-11311, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Kephart Prong
Great Smoky Mountains National Park
Dimensions: 5 spans - 12'x5', 16'x5', 14'x5', 11'x5'; skew 30 degrees; width 12'; Abutments: Log mud sills; Intermediate support: 4 log bent piers, sills on log grillage; superstructure: 4-12 to 16 log stringers; split log deck with 3 plank runners; Condition: deck, very poor; 1 stringer rotten; caps rotten; abutments rotten; bents, fair; Proposed: replace with steel stringers, wood deck, 1 span 24'x6'; Estimate: $1, 200.Bridge Maintenance Report of 1952; OCO-146, Kephart Prong Road; Bridge No. 2, over Kephart Prong, II-F-(5)-11240, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 13, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 5 spans- 15.5'x8', 22.5'x5', 26.8'x5', 22.6'x5', 16.3'x5; width 10.4'; area waterway 460 sq. ft. Abutments: North abutment, mud sill only; South abutment, log bent backed by HPRE; Intermediate Supports: Log bents on mud sills; Superstructure: Each span, 3 log stringers, 12 to 14'; 3 plank decking; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 2 spans 26'x6'; Estimate: $2, 600.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 13, main channel, Forney Creek, II-F-(5)-11285, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 16, main channel, Forney Creek
Great Smoky Mountains National Park
Dimensions: 3 spans- 25'x6', 27'x6', 23'x6'l width 10'; Abutments: North abutment is load-bearing, log breastwall; South abutment - wooden block under each stringer rests on large boulder; Intermediate Support: Log bents on mud sills; Superstructure: 3 log stringers 14 to 16; split log deck with 3 runners; Condition: North abutment, poor--logs need replacing; south abutment and bents, ok; stringers, rotten; deck and guard wall, poor; Proposed: Replace with steel stringers, wood deck, 2 spans 22'x6; Estimate: $2, 200. Bridge Maintenance Report of 1952; FOR-153 Forney Creek Road; Bridge No. 16, main channel, Forney Creek, II-F-(5)-11288, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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)-11330, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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)-11321, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 5, over Tennessee Branch
Great Smoky Mountains National Park
Bridge No. 5, over Tennessee Branch; Dimensions: 3 span- 24'x6', 16'x7', 22'x5'; skew 5 degrees; width 12'; Abutments: Rock-filled log cribs; Intermediate Support: Pier No. 1, 12x12 timber bent; skew 45 degrees; Pier No. 2, rock-filled log crib; Superstructure: 4 - 10 to 16 log stringers; 3 plank keck; Condition: Abutments and deck, poor; rest of bridge, fair. Proposed: Replace with steel stringers, wood deck, 2 spans 24'x6'; Estimate: $2, 400.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11232, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 2, over Bear Creek
Great Smoky Mountains National Park
Dimensions: Single span of 25'x8'; no skew; width 10'l waterway opening 200 sq. ft. Abutments: Log still on HPRE; Superstructure; 3 log stringers, 10 to 14; 3 plank deck; Condition: Caps rotten; deck poor; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 10'x4'; Estimate: $700.Bridge Maintenance Report of 1952; FOR-154, Bear Creek Road; Bridge No. 2, over Bear Creek, II-F-(5)-11307, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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