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.
'CANAL E-84 ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'I-95 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'Miami Canal L-25 ' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'Tillman Canal ' (1) ·
Lake Washington Road (1)
'CR-606 Oslo Rd. ' (1) ·
'DARWIN BLVD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Levee Road ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27/SR-80 SB ' (1) ·
'WB SR706 to SB I95' (1) ·
I-95 SB (1)
700017 (1) ·
700034 (1) ·
700043 (1) ·
700076 (1) ·
700078 (1) ·
700111 (1) ·
700123 (1) ·
700142 (1) ·
700144 (1) ·
880071 (1) ·
930006 (1) ·
930294 (1) ·
930380 (1) ·
930538 (1) ·
930806 (1) ·
940053 (1) ·
945262 (1)
'0.5Mi S of PAAR DRIVE ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (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 17 results in range #1 to #17.
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