Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
None (1) ·
30975 (1) ·
45775 (1) ·
54175 (1) ·
Boca Raton (1) ·
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Cocoa (1) ·
Daytona Beach (1) ·
Greenacres City (1) ·
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Palm Bay (1) ·
Palm Beach Gardens (1) ·
Riviera Beach (1) ·
Rockledge (1) ·
Viera (1) ·
West Palm Beach (1)
'11th Street Canal ' (1) ·
'C-23 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
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'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'Triple box culvert ' (1) ·
'Tyson Creek ' (1) ·
'Wishbone Canal ' (1) ·
Brushy Canal (1) ·
Canal (1) ·
Fiske Canal (1) ·
Palm Canal (1)
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 ' (1) ·
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'I-95 NB ' (1) ·
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'NB I-95 (SR-9) ' (1) ·
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'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
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'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 TPK 134.1 ' (1) ·
'Williamson Blvd ' (1) ·
Fiske Blvd Ramps (1) ·
I-95 (1)
Number 008:
Location 009:
Latitude 016:
Longitude 017:
106500 (1) ·
106800 (1) ·
12600 (1) ·
14168 (1) ·
16340 (1) ·
171500 (1) ·
19000 (1) ·
213000 (1) ·
222000 (1) ·
3000 (1) ·
31669 (1) ·
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32680 (1) ·
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42764 (1) ·
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45000 (1) ·
46600 (1) ·
47500 (1) ·
59800 (1) ·
66500 (1) ·
68000 (1) ·
6900 (1) ·
73000 (1) ·
76000 (1) ·
77000 (1) ·
78500 (1) ·
82500 (1) ·
84500 (1) ·
8500 (1) ·
8600 (1) ·
9350 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
103753 (1) ·
115378 (1) ·
117980 (1) ·
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126655 (1) ·
131860 (1) ·
133595 (1) ·
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14748 (1) ·
14921 (1) ·
16222 (1) ·
17143 (1) ·
184778 (1) ·
185298 (1) ·
21861 (1) ·
28350 (1) ·
297552 (1) ·
32965 (1) ·
369555 (1) ·
385170 (1) ·
5205 (1) ·
54946 (1) ·
55520 (1) ·
56700 (1) ·
61592 (1) ·
65930 (1) ·
74196 (1) ·
77034 (1) ·
78075 (1) ·
80851 (1) ·
82412 (1)
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