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37455

37455

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Location

151
7
3
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149
67
42
23
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18
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18
21
2
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12
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2
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2
2898
130
9
48
2
3
12
45
11
6
30
500
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40
16
2
82
15
4
20
6
39
33
43
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15
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2
89
166
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3
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3
314
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2
12
27
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202
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36
8
6
15
99
9
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17
22
2
28
6
4
26
9
92
273
39
12
3
3
9
12
5
9
4
38
2
3
191
295
2
13
61
2
3
2
2
139
18
2
8
22
6
73
9
295
18
262
9
51
141
28
3
6
397
45
3
3
16
42
3312
215
14
3
2
9
12
124
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29
2
3
6
3
130
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16
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39
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2
3
30
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143
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100
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14
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33
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24
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3
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165
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7
38
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240
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2
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22
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3
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33
8
307
134
102
290
157
9
6
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3
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18
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27
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3
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20
3
24
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6
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2
131
65
3
33
38
3
15
8
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2
108
2
96
2
15
2
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43
5
12
2
2
20
4
4
14
3
9
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10
6
16
2
2
676
37
9
6
2
81
5
4
4
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3
4
6
8
2
3
4
27
727
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7
2
2
2
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51
17
12
225
13
26
6
55
28
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3
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6
45
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30
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2
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11
15
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3
10
75
9
9
21
2
8
26
22
4
24
3
7
3
86
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6
67
26
2
5
15

23
4
25
4992
33
3
23
26
4
105
491
24
6
4
9
2
226
8
9
1054
68
33
4
6
11
6
21
2
4
7
4
107
8746
3
6
3
3
48
5887
12
39
3

13
7285
14806

22104

13737

37450
2
3

14122
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
View on map 
1952
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
View on map 
1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1953
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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
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1952
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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1952
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
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1952
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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1952
Bridge No. 4, over Mingus Creek Great Smoky Mountains National Park Bridge No. 4, over Mingus Creek; Dimensions: 1 span- 15'x1.5'; skew 30 degrees LF; width 10'; Abutment: Log sills; Superstructure: 3 log stringers, 12 to 14; 3 plank deck; Condition: In fair condition, except mud sills, which are poor; Proposed: Replace with steel stringer wood deck, 2 spans 20'x4'; Estimate: $2, 000.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11218, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, over Mingus Creek Great Smoky Mountains National Park Bridge No. 4, over Mingus Creek; Dimensions: 1 span- 15'x1.5'; skew 30 degrees LF; width 10'; Abutment: Log sills; Superstructure: 3 log stringers, 12 to 14; 3 plank deck; Condition: In fair condition, except mud sills, which are poor; Proposed: Replace with steel stringer wood deck, 2 spans 20'x4'; Estimate: $2, 000.Bridge Maintenance Report of 1952; OCO-144, Mingus Creek Road, II-F-(5)-11217, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 1 span- 31' x 5'; skew: bridge 20 degrees, stream 20 degrees; width 12'; Abutments: South- 30 log sill, North- solid rock; Superstructure: 5-12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 4, over Moore Springs Branch, II-F-(5)-11342, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 1 span- 31' x 5'; skew: bridge 20 degrees, stream 20 degrees; width 12'; Abutments: South- 30 log sill, North- solid rock; Superstructure: 5-12 to 14 log stringers; 3 plank deck; Condition: Fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 4, over Moore Springs Branch, II-F-(5)-11343, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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)-11331, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, overflow channel Great Smoky Mountains National Park Bridge No. 4, overflow channel; Dimensions: 2 span- 18'x5', 13'x5'; skew 10 degrees; width 0'; Abutment: Log cribs; Intermediate Support: Log bent piers; Superstructure: 4 continuous 12 log stringers; 3 plank deck with 3 plank runner; Condition: Decking and wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimate: $1, 000.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11230, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 4, overflow channel Great Smoky Mountains National Park Bridge No. 4, overflow channel; Dimensions: 2 span- 18'x5', 13'x5'; skew 10 degrees; width 9'; Abutment: Log cribs; Intermediate Support: Log bent piers; Superstructure: 4 continuous 12 log stringers; 3 plank deck with 3 plank runner; Condition: Decking and wheel guards, poor; rest of bridge, fair; Proposed: Replace with steel stringers, wood deck, 1 span 20'x4'; Estimate: $1, 000.Bridge Maintenance Report of 1952; OCO-145, Bradley Fork Road, II-F-(5)-11231, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, main channel, Forney Creek Great Smoky Mountains National Park Dimensions: 3 spans - 27'x5', 27'x5', 21'x5', south to north skew 45 degrees; width 10'; area waterway 260 sq. ft. Abutment: Rock-filled log cribs; Intermediate Supports: log bents; Superstructure: 3 log stringers, 12 to 16; 3 plank deck; Condition: Washed out; Proposed: Rebuild with steel stringers, wood deck, 3 spans 26'x6'; Estimate: $3, 900.Bridge Maintenance Report of 1952; FOR-153, Forney Creek Road; Bridge No. 5, main channel, Forney Creek, II-F-(5)-11271, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, over Cole Branch, Newfound Gap Highway Great Smoky Mountains National Park Bridge No. 5, over Cole Branch, Newfound Gap Highway, north side of Park; Downstream elevation, looking southwest... Work done by US BPR Force account... Completed 1935. Cost: $19,247.63; Eakin investigation photograph,Newfound Gap Highway Bridge No. 5; Cole Branch, II-F-(4)-NFG-11096, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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Bridge No. 5, over Cole Branch, Newfound Gap Highway Great Smoky Mountains National Park Bridge No. 5, over Cole Branch, Newfound Gap Highway, north side of Park; Downstream elevation, looking southwest... Work done by US BPR Force account... Completed 1935. Cost: $19,247.63; Eakin investigation photograph,Newfound Gap Highway Bridge No. 5; Cole Branch, II-F-(4)-NFG-11095, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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Bridge No. 5, over Cole Branch, Newfound Gap Highway Great Smoky Mountains National Park Bridge No. 5, over Cole Branch, Newfound Gap Highway, north side of Park; Work done by US BPR Force account... Completed 1935. Cost: $19,247.63; Downstream elevation, looking southeast Eakin investigation photograph,Newfound Gap Highway Bridge No. 5; Cole Branch, II-F-(4)-NFG-11097, Physical Facilities - Footlogs and Bridges - Bridges on Newfound Gap Road
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Bridge No. 5, over Deep Creek Great Smoky Mountains National Park Dimensions: 3 spans, 18'x14', 27'x14', 8'x14', north to south; skew 15 degrees; width 9.5'; Abutment: Rock-filled log cribs; Intermediate Support: 12 x 12 timber bents; Superstructure: 4 - 12 to 18 log stringers, 3 plank deck; Condition: As a whole, bridge is fair but part of deck needs replacing; Proposed: Replace with steel stringers, wood deck, 1 span 40'x14'; Estimate: $2, 000.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 5, over Deep Creek, II-F-(5)-11249, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, over Deep Creek Great Smoky Mountains National Park Dimensions: 3 spans, 18'x14', 27'x14', 8'x14', north to south; skew 15 degrees; width 9.5'; Abutment: Rock-filled log cribs; Intermediate Support: 12 x 12 timber bents; Superstructure: 4 - 12 to 18 log stringers, 3 plank deck; Condition: As a whole, bridge is fair but part of deck needs replacing; Proposed: Replace with steel stringers, wood deck, 1 span 40'x14'; Estimate: $2, 000.Bridge Maintenance Report of 1952; DEP-149, Deep Creek Road; Bridge No. 5, over Deep Creek, II-F-(5)-11248, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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
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1952
Bridge No. 5, over Mill Creek Great Smoky Mountains National Park Bridge No. 5, over Mill Creek; Dimensions: 1 span 35' x 4.5', width 10', skew 45 degrees; Abutments: Concrete; Superstructure: 2-24 steel I-beams, 3 plank decking; Condition: Excellent; Proposed: Maintain out of regular maintenance,Bridge Maintenance Report of 1952; Cades Cove Road, Route 3 CC, II-F-(5)-11155, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 1 span- 19' x 3'; skew: bridge none, stream 30 degrees; width 13'; Abutments: Log sill; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck poor; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 5, over Moore Springs Branch, II-F-(5)-11345, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, over Moore Springs Branch Great Smoky Mountains National Park Dimensions: 1 span- 19' x 3'; skew: bridge none, stream 30 degrees; width 13'; Abutments: Log sill; Superstructure: 5-12 to 14 log stringers; split log deck; 3 plank runners; Condition: Deck poor; rest fair; Proposed: Replace with steel stringers, wood deck, 1 span 30' x 6'; Estimate: $1, 500,Bridge Maintenance Report of 1952; TWE-166, Moore Springs Branch Road; Bridge No. 5, over Moore Springs Branch, II-F-(5)-11344, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, over Noland Creek Great Smoky Mountains National Park Dimensions: 3 spans- 19'x12', 49'x12', 19'x12'; VC 12'; area waterway not critical; drainage area 17.9 sq. mi. Abutments: 3 plank breastwall, behind bents of 10-1/2 to 10-1/2 treated timber, resting on timber mud sills. Mud sills rest on earth of HPRE fill; Piers: Are X-braced bents of 10-1/2 treated timber resting on concrete footers; Superstructure: End spans have 10 - 4x12 timber stringers, center has 3- 24x9x50', 801b, WF I-beams; 10 I-beams framed in at 1/3 points support 6 - 4x12 timber stringers. Deck of 3 plank; Condition: Deck poor; stringers at end span, poor; rest of bridge, fair to good; Proposed: Build masonry abutments at end of steel stringer to replace timber abutment and eliminate end spans; Estimate: $500.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 5, over Noland Creek, II-F-(5)-11314, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 5, over Noland Creek Great Smoky Mountains National Park Dimensions: 3 spans- 19'x12', 49'x12', 19'x12'; VC 12'; area waterway not critical; drainage area 17.9 sq. mi. Abutments: 3 plank breastwall, behind bents of 10-1/2 to 10-1/2 treated timber, resting on timber mud sills. Mud sills rest on earth of HPRE fill; Piers: Are X-braced bents of 10-1/2 treated timber resting on concrete footers; Superstructure: End spans have 10 - 4x12 timber stringers, center has 3- 24x9x50', 801b, WF I-beams; 10 I-beams framed in at 1/3 points support 6 - 4x12 timber stringers. Deck of 3 plank; Condition: Deck poor; stringers at end span, poor; rest of bridge, fair to good; Proposed: Build masonry abutments at end of steel stringer to replace timber abutment and eliminate end spans; Estimate: $500.Bridge Maintenance Report of 1952; FOR-155, Noland Creek Road; Bridge No. 5, over Noland Creek, II-F-(5)-11315, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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
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1952
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)-11204, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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)-11158, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
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
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1952
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)-11263, Physical Facilities - Footlogs and Bridges - Bridge Maintenance
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1952
Bridge No. 3, over Moore Springs Branch
Bridge No. 3, over Moore Springs Branch
Bridge No. 3, over Noland Creek
Bridge No. 3, over Noland Creek
Bridge No. 3, over Shut-in Creek
Bridge No. 3, over Shut-in Creek
Bridge No. 3, over unnamed side branch
Bridge No. 3, over unnamed side branch
Bridge No. 4, Ramsey Prong
Bridge No. 4, Ramsey Prong
Bridge No. 4, main channel, Forney Creek
Bridge No. 4, main channel, Forney Creek
Bridge No. 4, over Cove Creek
Bridge No. 4, over Cove Creek
Bridge No. 4, over Indian Creek
Bridge No. 4, over Indian Creek
Bridge No. 4, over Indian Creek
Bridge No. 4, over Indian Creek
Bridge No. 4, over Indian Flats Prong
Bridge No. 4, over Indian Flats Prong
Bridge No. 4, over Little River
Bridge No. 4, over Little River
Bridge No. 4, over Mingus Creek
Bridge No. 4, over Mingus Creek
Bridge No. 4, over Moore Springs Branch
Bridge No. 4, over Moore Springs Branch
Bridge No. 4, over Twentymile Creek
Bridge No. 4, over Twentymile Creek
Bridge No. 4, overflow channel
Bridge No. 4, overflow channel
Bridge No. 5, main channel, Forney Creek
Bridge No. 5, over Cole Branch, Newfound Gap Highway
Bridge No. 5, over Cole Branch, Newfound Gap Highway
Bridge No. 5, over Cole Branch, Newfound Gap Highway
Bridge No. 5, over Deep Creek
Bridge No. 5, over Deep Creek
Bridge No. 5, over Indian Creek
Bridge No. 5, over Indian Creek
Bridge No. 5, over Mill Creek
Bridge No. 5, over Moore Springs Branch
Bridge No. 5, over Moore Springs Branch
Bridge No. 5, over Noland Creek
Bridge No. 5, over Noland Creek
Bridge No. 5, over Tennessee Branch
Bridge No. 5, overflow channel
Bridge No. 5, overflow channel
Bridge No. 6, over Forge Creek
Bridge No. 6, over Forge Creek
Bridge No. 6, over Indian Creek
Bridge No. 6, over Indian Creek
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