Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'C-52 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
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'Hanson Grant Outlet ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'MAIN CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'Rowland Canal ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
'COUNTRY CLUB DRIVE' (1) ·
'CR-603-IND RIV BLV' (1) ·
'I 95 SR 9 NB ' (1) ·
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'I 95 to PBIA Ramp ' (1) ·
'I-95 (SR-9) ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
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'PBIA to I-95 Ramp ' (1) ·
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'SB I 95 Off Ramp ' (1) ·
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'SB I 95 to SR 80 ' (1) ·
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'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
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'SR-60 EB ' (1) ·
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'West Farms Road ' (1)
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'0.3 mile North of SR 80 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
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'1.0 Mile West of SR-710 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
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'1.5 miles South of SR 806' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
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'2 MILES N OF CR-708 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (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)
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 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)
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288 (1) ·
535 (1) ·
5899 (1) ·
61592 (1) ·
80678 (1) ·
8328 (1) ·
9196 (1)
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