Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
700166 (1) ·
884057 (1) ·
884059 (1) ·
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890127 (1) ·
930006 (1) ·
930069 (1) ·
930245 (1) ·
930246 (1) ·
930247 (1) ·
930248 (1) ·
930433 (1) ·
930434 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'2 miles east of SR-401 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'800 ft West of I 95 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'NB I-95 over CR 708 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
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)
Inspect Date 090:
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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)
Clearance 116:
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