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:
700163 (1) ·
700164 (1) ·
704016 (1) ·
880018 (1) ·
880020 (1) ·
930171 (1) ·
930259 (1) ·
930291 (1) ·
930292 (1) ·
930294 (1) ·
934224 (1) ·
937356 (1) ·
937706 (1) ·
940113 (1) ·
940114 (1)
Location 009:
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.6Mi W OF AUSTRALIAN AVE' (1) ·
'0.7 MILE NORTH OF SR-60 ' (1) ·
'1.1MI N OF SR-60 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / SR 882 ' (1) ·
'Lake Worth ' (1) ·
1.2 Mi S of Wickham R. (1) ·
1.5 MI S of Wickham Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
115000 (1) ·
1650 (1) ·
213000 (1) ·
226000 (1) ·
2300 (1) ·
236000 (1) ·
38000 (1) ·
38750 (1) ·
600 (1) ·
607 (1) ·
68000 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
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:
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: (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
117980 (1) ·
1980 (1) ·
199525 (1) ·
369555 (1) ·
392110 (1) ·
3991 (1) ·
409460 (1) ·
65930 (1) ·
67231 (1) ·
704 (1) ·
720 (1)
Clearance 116:
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