Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
880050 (1) ·
880051 (1) ·
880052 (1) ·
884053 (1) ·
885604 (1) ·
890068 (1) ·
890112 (1) ·
894003 (1) ·
894042 (1) ·
930142 (1) ·
931004 (1) ·
934176 (1)
Location 009:
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
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 (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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