Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
Other
& Kind 043a:
Prestressed concrete continuous
& Inspect Date 090:
01-18
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12231 (1) ·
12246 (1) ·
13743 (1) ·
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19395 (1)
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Halifax River IWW ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
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'Indian River ' (1) ·
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'NB I-95 to Belvedere Rd.' (1) ·
'Okeechobee Waterway ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'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)
'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) ·
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'PBIA to I-95 Ramp ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to PBIA ' (1) ·
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SR-518 (1)
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930484 (1)
'.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) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (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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81135501 (1)
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)
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 26 results in range #1 to #26.
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