Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Width 052 
:
30 or
39
& Channel 061:
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.
:
30 or
39
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700183 (1) ·
704075 (1) ·
880087 (1) ·
890002 (1) ·
930073 (1) ·
930319 (1) ·
934208 (1) ·
934296 (1) ·
934363 (1) ·
934928 (1) ·
934944 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF I-95 ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-518 - Indian River Rel' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 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 11 results in range #1 to #11.
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