Drilldown: bridge data
From Indian River Lagoon Project
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'Belvedere Road ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
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'FEC Railroad ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
'E/B S.R. 704 ' (1) ·
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'NB I-95 (S.R. 9) ' (1) ·
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'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
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'0.2 mi E of SR5 on SRA1A ' (1) ·
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'0.4 MI W of SR-7 (US-441)' (1) ·
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'0.8 MILE EAST OF US-1 ' (1) ·
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'1 mile North of SR 80 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
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'Between SRA1A&SR80 Cswys.' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Indiantown Rd./ICW ' (1) ·
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'Just North of SR70 on I95' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WB SR800.2Mi west of US-1' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
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81030833 (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)
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 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) ·
Bridge not over waterway. (1)
Showing below up to 28 results in range #1 to #28.
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