Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Route 005d:
Direction 005e:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CR 708 ' (1) ·
'Drainage Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Gatlin Blvd ' (1) ·
'S. R. 714 ' (1) ·
'SR 60 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
880100 (1) ·
880101 (1) ·
880102 (1) ·
880105 (1) ·
890109 (1) ·
890118 (1) ·
890122 (1) ·
890130 (1) ·
890133 (1) ·
940087 (1) ·
940092 (1) ·
940109 (1) ·
940114 (1) ·
940123 (1) ·
940127 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'I-95 over SR-60 ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
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) ·
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) ·
N/A (1)
Culvert 062: (Click arrow to add another value)
Inspect Date 090:
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 15 results in range #1 to #15.
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