Drilldown: bridge data
From Indian River Lagoon Project
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'Blue Heron Blvd ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Blue Heron Blvd' (1) ·
'I 95 SR 9 ' (1) ·
'INLET CAY DR. ' (1) ·
'Island Drive ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'WB Blue Heron Blvd' (1)
930061 (1) ·
930172 (1) ·
930173 (1) ·
930269 (1) ·
930467 (1) ·
930468 (1) ·
930519 (1) ·
930523 (1) ·
930534 (1) ·
930545 (1) ·
934155 (1) ·
934156 (1) ·
934347 (1) ·
936654 (1) ·
936655 (1) ·
936656 (1)
'.1 Mile W of US-A1A ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.75 mile South of SR 708' (1) ·
'1 Mile East of I-95 ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'At Exit 76 ' (1) ·
'SR-A1A East of ICWW ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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 16 results in range #1 to #16.
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