Drilldown: bridge data
From Indian River Lagoon Project
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'CR 812 LANTANA RD ' (1) ·
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'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
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'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-524 ' (1) ·
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'St Johns River ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'HOOD RD 110.944 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
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'SR-91 NB TPK 150.7' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
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'0.2 MI N OF ST LUCIE BLVD' (1) ·
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'0.6 MILE WEST OF US-1 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
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'3.7MI S/O STUART INT. ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
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'WEST PALM BEACH INTERCH. ' (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 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) ·
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)
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 not over waterway. (1)
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