Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER C-25 CANAL ' (1) ·
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'.06mi E OF LANDS END ROAD' (1) ·
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'0.25 Mile N of Center St.' (1) ·
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'1 Mile East of Jog Rd. ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'Between SRA1A&SR80 Cswys.' (1)
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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 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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 28 results in range #1 to #28.