Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Banana River ' (1) ·
'Banana River Relief ' (1) ·
'Banana River Relief West' (1) ·
'C-18 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Indian River IWW ' (1) ·
'Indian River West Relief' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'North Lake ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'St Johns River ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-17-92-St Johns River ' (1)
'CAMINO GARDENS EB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR-710 ' (1) ·
'I-4 EB ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-40 WB ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-528 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US-92 EB ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR-710 ' (1)
700023 (1) ·
700076 (1) ·
700080 (1) ·
700084 (1) ·
700114 (1) ·
700116 (1) ·
700142 (1) ·
700147 (1) ·
700150 (1) ·
700181 (1) ·
790027 (1) ·
790097 (1) ·
790197 (1) ·
890066 (1) ·
890152 (1) ·
930106 (1) ·
930120 (1) ·
930195 (1) ·
930362 (1) ·
934931 (1) ·
935209 (1) ·
940082 (1)
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-92 EB -Tomoka River ' (1)
26202775 (1) ·
26290169 (1) ·
26482851 (1) ·
26504000 (1) ·
26521995 (1) ·
26522014 (1) ·
27070362 (1) ·
27120317 (1) ·
27154501 (1) ·
28050237 (1) ·
28053027 (1) ·
28121937 (1) ·
28122002 (1) ·
28123289 (1) ·
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29095064 (1) ·
29151780 (1)
80040089 (1) ·
80040100 (1) ·
80052387 (1) ·
80054881 (1) ·
80144324 (1) ·
80144509 (1) ·
80152627 (1) ·
80162980 (1) ·
80210806 (1) ·
80352939 (1) ·
80374128 (1) ·
80380233 (1) ·
80392343 (1) ·
80392362 (1) ·
80393043 (1) ·
80454965 (1) ·
80472199 (1) ·
80534962 (1) ·
80534993 (1) ·
81052615 (1) ·
81072482 (1) ·
81190878 (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)
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 22 results in range #1 to #22.