Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Lanes 028a:
2 
& Service On 042a:
Highway - Pedestrian
& Service Under 042b:
Highway - Waterway
& Service On 042a:
Highway - Pedestrian
& Service Under 042b:
Highway - Waterway Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
790172 (1) ·
790174 (1) ·
790175 (1) ·
890161 (1) ·
890162 (1) ·
930154 (1) ·
930226 (1) ·
934302 (1) ·
934307 (1) ·
940060 (1)
Location 009:
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
Longitude 017:
Owner 022:
Lanes 028a: (Click arrow to add another value)
Service On 042a: (Click arrow to add another value)
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
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)
Culvert 062:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Clearance 116:
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