Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'EB North Lake Blvd' (1) ·
'ENGLAR DRIVE ' (1) ·
'FLEMING STREET ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'PARK AVE. W. ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'PROSPERITY FARMS R' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR-A1A ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1)
Number 008:
884078 (1) ·
884079 (1) ·
885601 (1) ·
885602 (1) ·
885603 (1) ·
885604 (1) ·
885605 (1) ·
930003 (1) ·
930004 (1) ·
930050 (1) ·
930195 (1) ·
930361 (1) ·
934116 (1) ·
934164 (1) ·
936550 (1)
Location 009:
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'Just North of SR-850 ' (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:
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:
Inspect Date 090:
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 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)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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