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:
Critical 006b:
Facility 007:
Number 008:
700186 (1) ·
790008 (1) ·
790166 (1) ·
790167 (1) ·
930478 (1) ·
934291 (1) ·
934294 (1) ·
934296 (1) ·
940120 (1) ·
940156 (1)
Location 009:
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-507 over Crane Creek ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Service On 042a:
Service Under 042b:
Type 043b:
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:
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)
Direction 102:
Rebuilt 106:
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: (Click arrow to add another value)
Clearance 116:
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