Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'BRANCH OF C-44 CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'FEC Railroad ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Kings Road ' (1) ·
'MOORES CREEK ' (1) ·
'ORANGE CANAL ' (1) ·
'SR-528 ' (1) ·
'St. Lucie River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1) ·
'Young Canal ' (1)
700085 (1) ·
700090 (1) ·
700091 (1) ·
700216 (1) ·
890003 (1) ·
890015 (1) ·
890113 (1) ·
894029 (1) ·
894053 (1) ·
894057 (1) ·
894058 (1) ·
930056 (1) ·
940020 (1) ·
940047 (1)
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'SR-407 NB at SR-528 WB ' (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 14 results in range #1 to #14.
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