Drilldown: bridge data
From Indian River Lagoon Project
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'C-1 Canal ' (1) ·
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'Turkey Creek ' (1)
'Americana Blvd. ' (1) ·
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'Eldron Blvd ' (1) ·
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'Emerson Drive ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'Jupiter Blvd. ' (1) ·
'Jupiter Boulevard ' (1) ·
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'SR91 NB TPK 91.26 ' (1) ·
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'0.1 mi E of Minton Rd ' (1) ·
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'1.0Mi. S of Malabar Rd NE' (1) ·
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'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
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'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'CR-516 over I-95 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'Minton Road-I-95 ' (1) ·
'SR-507 NB - Tillman Canal' (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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