Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Beamer's Canal ' (1) ·
'Danforth Creek ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Nova Canal ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-520 ' (1) ·
'SR-524 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'St Johns River Relief ' (1) ·
'US-92 ' (1)
Critical 006b:
Facility 007:
'EB SR - 714 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'SAM SENTER RD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR-400 ' (1) ·
'SR-520 ' (1) ·
'SR-520 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR806 Atlantic Ave' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
700023 (1) ·
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700126 (1) ·
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Location 009:
'0.2 Miles East of US-1 ' (1) ·
'0.5 mile E. of US-1 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-192 WB-Indian River ' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
26214420 (1) ·
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Longitude 017:
80054734 (1) ·
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80060655 (1) ·
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81050574 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
N/A (1)
Culvert 062:
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep 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)
Inspect Date 090:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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