Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Goat Creek ' (1) ·
'Indian River East Relief' (1) ·
'Indian River Relief ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'Lake Worth Relief ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'St Johns River Relief ' (1) ·
'St. Johns River Relief ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
St Johns River Relief (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'Blue Heron Blvd ' (1) ·
'EB US 98 SR 80 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jensen Bch.' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US 192 WB ' (1) ·
'US-1 NB ' (1) ·
'WB US 98 SR 80 ' (1) ·
US-192 EB (1)
Number 008:
700205 (1) ·
700208 (1) ·
700213 (1) ·
700233 (1) ·
790198 (1) ·
790220 (1) ·
880060 (1) ·
880068 (1) ·
890077 (1) ·
890106 (1) ·
890146 (1) ·
930241 (1) ·
930461 (1) ·
930524 (1) ·
930545 (1) ·
934364 (1) ·
940061 (1)
Location 009:
'.75mi E. of Indian R Dr. ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 NB over Goat Creek ' (1) ·
US-192 EB-St Johns Relief (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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:
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 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)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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