Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Cambridge Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'ICWW ' (1) ·
'Indian River ' (1) ·
'Indian River / ICW ' (1) ·
'IWW Halifax River ' (1) ·
'Misner Branch ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Reed Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1)
Critical 006b:
Facility 007:
'E/B S.R. A1A ' (1) ·
'Esplanade Avenue ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'Main Trail ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-406 ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 EB ' (1) ·
'SR-44 WB ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'Trailwood Drive ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'Wilden Road ' (1)
Number 008:
700227 (1) ·
704085 (1) ·
704086 (1) ·
790174 (1) ·
790175 (1) ·
790187 (1) ·
790188 (1) ·
790189 (1) ·
790200 (1) ·
796000 (1) ·
796413 (1) ·
796414 (1) ·
796500 (1) ·
890145 (1) ·
890150 (1) ·
890158 (1) ·
890160 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1)
Location 009:
'.15 mi W of Fleming Grant' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
26404904 (1) ·
26405302 (1) ·
26411352 (1) ·
26411700 (1) ·
27115581 (1) ·
27115681 (1) ·
27122400 (1) ·
27151000 (1) ·
27512287 (1) ·
27512302 (1) ·
28371291 (1) ·
29010271 (1) ·
29010378 (1) ·
29060108 (1) ·
29071179 (1) ·
29092052 (1) ·
29125666 (1) ·
29125688 (1) ·
29134915 (1) ·
29135230 (1) ·
29165358 (1)
Longitude 017:
80040933 (1) ·
80041281 (1) ·
80042465 (1) ·
80042805 (1) ·
80113000 (1) ·
80122748 (1) ·
80122859 (1) ·
80131300 (1) ·
80312618 (1) ·
80312721 (1) ·
80475557 (1) ·
80591575 (1) ·
81005684 (1) ·
81005748 (1) ·
81005885 (1) ·
81011854 (1) ·
81012071 (1) ·
81015661 (1) ·
81054109 (1) ·
81135412 (1) ·
81135501 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
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:
Showing below up to 21 results in range #1 to #21.
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