Drilldown: bridge data
From Indian River Lagoon Project
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'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'Casa Mar Dr ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Header Canal ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'COLUMBUS DR. ' (1) ·
'CR-606 Oslo Rd ' (1) ·
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'DARWIN BLVD ' (1) ·
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'SR-91TPK NBSB 97.4' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
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'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
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'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'At CR-613 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (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)
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)
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