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:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Boynton Inlet ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CSX RR ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'SR 60 ' (1)
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
880100 (1) ·
880101 (1) ·
880102 (1) ·
880105 (1) ·
930061 (1) ·
930269 (1) ·
930289 (1) ·
930546 (1) ·
930547 (1) ·
940084 (1) ·
940085 (1) ·
940158 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5mi. East of US-1 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'I-95 over SR-60 ' (1) ·
'Just West of I 95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 12 results in range #1 to #12.
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