Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'BRANCH OF C-44 CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'CSX RR ' (1) ·
'E-2-W canal ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'ORANGE CANAL ' (1) ·
'Troup Indiantown Canal ' (1)
890015 (1) ·
894029 (1) ·
894053 (1) ·
894057 (1) ·
894058 (1) ·
930237 (1) ·
930285 (1) ·
930289 (1) ·
930370 (1) ·
930438 (1) ·
930448 (1) ·
930449 (1) ·
930464 (1) ·
930471 (1)
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1 mile West of US 1 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Just West of I 95 ' (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 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 not over waterway. (1)
Showing below up to 14 results in range #1 to #14.
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