Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
'CORKSCREW BLVD. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E. CAMINO REAL ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Highbridge Road ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'KIRK ROAD ' (1) ·
'LINTON BLVD. ' (1) ·
'Main Street ' (1) ·
'MAPP ROAD ' (1) ·
'Micco Rd. ' (1) ·
'SUMMIT BLVD ' (1)
704035 (1) ·
794004 (1) ·
794025 (1) ·
894059 (1) ·
930026 (1) ·
930322 (1) ·
934126 (1) ·
934160 (1) ·
934161 (1) ·
934201 (1) ·
934369 (1) ·
934408 (1) ·
934502 (1) ·
934751 (1)
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'2 mi West of US-1 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (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 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)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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 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)
Showing below up to 14 results in range #1 to #14.
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