Bridge No. 1, over Noland CreekGreat Smoky Mountains National ParkDimensions: 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)-11310, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over Noland CreekGreat Smoky Mountains National ParkDimensions: 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. 3, over Noland CreekGreat Smoky Mountains National ParkDimensions: 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
Road Maintenance, Shoulder Repair on US-441, 1964Great Smoky Mountains National ParkThe shoulders were ripped up; topsoil applied; and the shoulders reshaped and compacted. Ripped-up shoulder. Used in June 1964 monthly report.Shoulder Repair on US-441, II-R-Maint-6602, Physical Facilities - Roads - Maintenance of Roads
Bridge No. 9, over Noland CreekGreat Smoky Mountains National ParkDimensions: One span- 38'; skew 30 degrees; VC 6'; area waterway 195 sq. ft. drainage area 9.1. sq. mi. Abutments: Concrete; Superstructure: 3 - 21 x 8-1/4 x 40', 631b, WF I-beams, 10 I-beams in at 1/3 points support 6 - 4x12 timber stringers; 3 plank deck; Condition: Abutment stringers, very good; rest, very poor; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 9, over Noland Creek, II-F-(5)-11316, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 3, over unnamed side branchGreat Smoky Mountains National ParkDimensions: 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. 1, over East Prong of Little RiverGreat Smoky Mountains National ParkBridge 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. 9, over Noland CreekGreat Smoky Mountains National ParkDimensions: One span- 38'; skew 30 degrees; VC 6'; area waterway 195 sq. ft. drainage area 9.1. sq. mi. Abutments: Concrete; Superstructure: 3 - 21 x 8-1/4 x 40', 631b, WF I-beams, 10 I-beams in at 1/3 points support 6 - 4x12 timber stringers; 3 plank deck; Condition: Abutment stringers, very good; rest, very poor; Proposed: Replace decking out of regular maintenance.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 9, over Noland Creek, II-F-(5)-11317, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Bridge No. 1, over East Prong of Little RiverGreat Smoky Mountains National ParkBridge 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. 3, over unnamed side branchGreat Smoky Mountains National ParkDimensions: 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. 11, over Noland CreekGreat Smoky Mountains National ParkDimensions: 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. 11, over Noland CreekGreat Smoky Mountains National ParkDimensions: 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)-11320, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Road construction, Big Cove RoadGreat Smoky Mountains National ParkOld section of road, as it passes into wooded area. Here again the boulders prevent vehicular traffic. Construct road and bridge, Big Cove road, Work Order No. R-17 GSM.Big Cove Road, II-R-6512, Physical Facilities - Roads
Bridge No. 1, over Porters CreekGreat Smoky Mountains National ParkBridge No. 1 (log), over Porters Creek; Dimensions: 5 spans- 29' x 8',17' x 7', 15' x 4', 14' x 4', 11' x 4', west to east,; width, 10'; Abutments: log bent filled with rocks; Intermediate Support: Bent No. 1, double log on mud sills; Pier No. 2, rock-filled log crib; Bents No. 3 and 4, single log on mud sills; Superstructure: 5- log stringers (10' to 16) continuous across spans 1 and 2, and across 3, 4, and 5; 3 plank deck; Condition: deck, fair; stringers, sound; bends, caps, mud sills, abutments, and wheel guards, poor; Proposed: Replace with steel stringers, wood deck, 3 spans 32' x 6'; Estimate $5, 000,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11196, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
Maintenance, site development, Metcalf Bottoms Picnic Grounds, TennesseeGreat Smoky Mountains National ParkMaintenance employees at work spreading gravel at a site. Site Development, Metcalf Bottoms, Work Order No. B-42 GSM.Metcalf Bottoms Picnic Grounds, II-C-MB-6488, Physical Facilities - Campgrounds and Picnic Areas - Metcalf Bottoms
Site Development, Metcalf Bottoms Picnic Grounds, TennesseeGreat Smoky Mountains National ParkBackfill replacement of material washed out by the above-mentioned flood. A portion of this parking area was damaged. Site Development, Metcalf Bottoms, Work Order No. B-42 GSM.Metcalf Bottoms Picnic Grounds, II-C-MB-6494, Physical Facilities - Campgrounds and Picnic Areas - Metcalf Bottoms
Bridge No. 1, over Porters CreekGreat Smoky Mountains National ParkBridge No. 1 (log), over Porters Creek; Dimensions: 5 spans- 29' x 8',17' x 7', 15' x 4', 14' x 4', 11' x 4', west to east,; width, 10'; Abutments: log bent filled with rocks; Intermediate Support: Bent No. 1, double log on mud sills; Pier No. 2, rock-filled log crib; Bents No. 3 and 4, single log on mud sills; Superstructure: 5- log stringers (10' to 16) continuous across spans 1 and 2, and across 3, 4, and 5; 3 plank deck; Condition: deck, fair; stringers, sound; bends, caps, mud sills, abutments, and wheel guards, poor; Proposed: Replace with steel stringers, wood deck, 3 spans 32' x 6'; Estimate $5, 000,Bridge Maintenance Report of 1952; GRE-129, Ramsey Prong Road, II-F-(5)-11197, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
New roadway, Big Cove RoadGreat Smoky Mountains National ParkNew roadway in the foreground, with old road, growing in nicely through the woods, in the background. Notice the boulder placed to eliminate vehicular traffic. Construct road and bridge, Big Cove road, Work Order No. R-17 GSM. Completion report photo.Big Cove Road, II-R-6511, Physical Facilities - Roads
Hydroseeding, application pattern, size shown with respect to pencil.Great Smoky Mountains National ParkHydroseeding tree seeds, Route 15, May 1, 1964. Photos part of report on this demonstration: Typical application pattern, as seen on the ground: Globs measure 2-4 inches in diameter, averaging approximately one foot separation at the particular speed the slurry was applied. The black and white photo shows scale with respect to pencil.Hydroseeding, II-R-Maint-6509, Physical Facilities - Roads - Maintenance of Roads
Successful seeding, Big Cove roadGreat Smoky Mountains National ParkOld section of Big Cove road abutting a wooded area with results of successful seeding beginning to show. Construct road and bridge, Big Cove road, Work Order No. R-17 GSM. Completion report photo.Big Cove Road, II-R-6510 (Gen), Physical Facilities - Roads
Group examines the lower condemned bridge, Hazel Creek, North Carolina, 1986Great Smoky Mountains National ParkDuring Reg. Dr. Baker's visit to Hazel Creek Joe Smith, Asst. Chief Ranger (NC); Robin Baker; Bob Wiley, Chief of Maintenance; Dave Mihalic, Acting Supt; and Reg. Dir. Bob Baker examine the lower condemned bridge on Hazel Creek.Hazel Creek condemned bridge, II-F-(3)-17386
Attempt to open up the Clingmans Dome Road from Indian Gap to Forney RidgeGreat Smoky Mountains National ParkAttempt 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
Attempt to open up the Clingmans Dome Road from Indian Gap to Forney RidgeGreat Smoky Mountains National ParkAttempt 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