Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
'Banana River Drive' (1) ·
'CORKSCREW BLVD. ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'CR-717 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR708 SE BRIDGE RD' (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) ·
'Old Dixie Hwy. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SUMMIT BLVD ' (1) ·
'WOOLBRIGHT ROAD ' (1)
704035 (1) ·
704063 (1) ·
794004 (1) ·
794016 (1) ·
794025 (1) ·
890107 (1) ·
894059 (1) ·
930026 (1) ·
930056 (1) ·
930072 (1) ·
930214 (1) ·
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940015 (1)
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2 mi West of US-1 ' (1) ·
'500FT WEST OF I-95 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1)
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81060320 (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 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 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)
Showing below up to 22 results in range #1 to #22.
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