Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2013 
& Scour 113:
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
& Scour 113:
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 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700236 (1) ·
704093 (1) ·
704094 (1) ·
704099 (1) ·
704100 (1) ·
704176 (1) ·
790164 (1) ·
790165 (1) ·
790179 (1) ·
790199 (1) ·
790249 (1) ·
794188 (1) ·
795587 (1) ·
880106 (1) ·
930054 (1)
Location 009:
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.6 Mi E of Williamson Bv' (1) ·
'0.9mi S of SR-520 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'2.5 Miles South of SR-520' (1) ·
'40ft. E. of SR-5A ' (1) ·
'800ft. N. of SR-400 ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
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) ·
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)
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113: (Click arrow to add another value)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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