Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Kind 043a :
Aluminum - Iron or
Prestressed concrete continuous
& Superstructure 059:
Other
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12231 (1) ·
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19394 (1) ·
19395 (1)
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Canal ' (1) ·
'E-2-W canal ' (1) ·
'Halifax River IWW ' (1) ·
'I-4 EB ' (1) ·
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'I-95 Rmp A C D G & CSXRR' (1) ·
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'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
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'NB I-95 to Belvedere Rd.' (1) ·
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'Ramps A&G/BelvedereRd/RR' (1) ·
'SR-710 ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'St.Lucie River ' (1) ·
'Turkey Creek ' (1) ·
Indian River ICW (1)
'Boynton Bch Blvd ' (1) ·
'CR-714 Indian St. ' (1) ·
'E/B S.R. A1A ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'PBIA Rp to NB I-95' (1) ·
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'PBIA to SB I-95 ' (1) ·
'Pinehurst Ave N ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SB US-1/SR-5 ' (1) ·
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'SR-406 ' (1) ·
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'SR-44 EB ' (1) ·
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'SR-60 ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
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'US-1 ' (1) ·
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SR-518 (1)
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'.5mi E. of Indian R Dr. ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Just N. of Southern Blvd ' (1) ·
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'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-518 over Indian River (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) ·
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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Showing below up to 29 results in range #1 to #29.
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