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) ·
'Belvedere Road ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 60 ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
Critical 006b:
Facility 007: (Click arrow to add another value)
Number 008:
880100 (1) ·
880101 (1) ·
880102 (1) ·
880105 (1) ·
930184 (1) ·
930335 (1) ·
930386 (1) ·
930457 (1) ·
930487 (1) ·
930499 (1) ·
930501 (1) ·
930508 (1) ·
930525 (1)
Location 009:
'0.3 mile South of SR 706 ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 over SR-60 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
101000 (1) ·
104500 (1) ·
113000 (1) ·
114500 (1) ·
43500 (1) ·
52652 (1) ·
72500 (1) ·
75500 (1) ·
85750 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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:
125788 (1) ·
130993 (1) ·
148776 (1) ·
175235 (1) ·
181308 (1) ·
196055 (1) ·
198658 (1) ·
75472 (1) ·
75473 (1) ·
91351 (1)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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