Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'CANAL E-84 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Miami Canal L-25 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
Lake Washington Road (1)
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'EB Martin Downs Bd' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'Levee Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
I-95 SB (1)
700043 (1) ·
700076 (1) ·
700078 (1) ·
700123 (1) ·
700142 (1) ·
890038 (1) ·
930294 (1) ·
930537 (1) ·
930538 (1) ·
930806 (1) ·
931011 (1) ·
940050 (1) ·
940162 (1) ·
940163 (1) ·
945262 (1)
'0.5Mi S of PAAR DRIVE ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
I-95 SB -Lk Washington Rd (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
Showing below up to 15 results in range #1 to #15.
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