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: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'C-1 Canal ' (1) ·
'C-37 Canal ' (1) ·
'C-54 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'I-95 ' (1) ·
'Indian River ' (1) ·
'Indian River EastRelief ' (1) ·
'Indian River Relief ' (1) ·
'Kings Road ' (1) ·
'Pine Street ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'Turkey Creek ' (1) ·
'US-192 ' (1) ·
Addison Canal (1) ·
SR-401 (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jupiter Boulevard ' (1) ·
'Palm Bay Parkway ' (1) ·
'Pineda Causeway ' (1) ·
'Port Malabar BL WB' (1) ·
'SR-406 ' (1) ·
'SR-407 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US 192 WB ' (1) ·
'US-192 ' (1) ·
'US-192 EB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
I-95 (1) ·
Overpass Ramp (1)
Number 008:
700059 (1) ·
700090 (1) ·
700151 (1) ·
700197 (1) ·
700198 (1) ·
700209 (1) ·
700218 (1) ·
700219 (1) ·
700220 (1) ·
700222 (1) ·
700225 (1) ·
700227 (1) ·
700229 (1) ·
700230 (1) ·
700233 (1) ·
700234 (1) ·
700235 (1) ·
700237 (1) ·
700238 (1) ·
704097 (1) ·
704098 (1) ·
705604 (1) ·
705920 (1) ·
705923 (1) ·
705924 (1)
Location 009:
'0.26 Mi South of Pace Dr.' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Buffer Preserve Drive ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'SR-406 over Indian River ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-192 - Indian River Rel' (1) ·
'US-192 EB - Indian Riv ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
0.7 Mile N of SR-528 (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
Latitude 016:
27493726 (1) ·
27493735 (1) ·
27591500 (1) ·
28004870 (1) ·
28010155 (1) ·
28044400 (1) ·
28051366 (1) ·
28051434 (1) ·
28051925 (1) ·
28073710 (1) ·
28113278 (1) ·
28134900 (1) ·
28155940 (1) ·
28160000 (1) ·
28212632 (1) ·
28212764 (1) ·
28244125 (1) ·
28244169 (1) ·
28244249 (1) ·
28250000 (1) ·
28291220 (1) ·
28314000 (1) ·
28365858 (1) ·
28371291 (1) ·
28395825 (1)
Longitude 017:
80333220 (1) ·
80333306 (1) ·
80343718 (1) ·
80345659 (1) ·
80345692 (1) ·
80354529 (1) ·
80375599 (1) ·
80384610 (1) ·
80385322 (1) ·
80385336 (1) ·
80401800 (1) ·
80422199 (1) ·
80422723 (1) ·
80430700 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80475557 (1) ·
80491330 (1) ·
80491332 (1) ·
80493553 (1) ·
80505570 (1) ·
80510486 (1) ·
80510650 (1) ·
80521049 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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) ·
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
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