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:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700075 (1) ·
700087 (1) ·
700141 (1) ·
700151 (1) ·
700951 (1) ·
790013 (1) ·
790035 (1) ·
790049 (1) ·
884023 (1) ·
930001 (1) ·
930265 (1) ·
930325 (1) ·
934213 (1) ·
936801 (1) ·
945000 (1)
Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'AT 4TH STREET ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-1 SB - SR-404 ' (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:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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:
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