Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
'14TH STREET CANAL ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'Rio Mar Bay ' (1)
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'Bay Drive ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'CR-508 (69TH ST.) ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'EB SR60 ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'River Drive ' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR-60 ' (1) ·
'SR-60 WB ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1)
880106 (1) ·
884039 (1) ·
884047 (1) ·
884053 (1) ·
884054 (1) ·
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884061 (1) ·
884065 (1) ·
884071 (1) ·
885811 (1) ·
885812 (1) ·
930298 (1) ·
930299 (1) ·
930307 (1) ·
931002 (1) ·
931003 (1)
'0.1 Mile West of A1A ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At CR-613 ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'CR-615 (66TH AVE.) ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR60 1.6Miles W. of A1A ' (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)
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 19 results in range #1 to #19.
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