Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
794004 (1) ·
934319 (1) ·
934499 (1) ·
935201 (1) ·
935202 (1) ·
935203 (1) ·
937000 (1) ·
937702 (1) ·
937703 (1) ·
937704 (1) ·
940068 (1)
Location 009:
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI S OF 45TH STREET ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'650FT E OF AUSTRALIAN AVE' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
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)
Culvert 062:
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:
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