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:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Boca Inlet ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-18 CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'LEVEE NO.8 ' (1) ·
'Nova Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-406 ' (1) ·
'Sykes Creek ' (1) ·
'US-1 & FECRR ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'A1A ' (1) ·
'Big Tree Road ' (1) ·
'CR-516 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Kings Highway ' (1) ·
'SR-401 SB ' (1) ·
'SR-518 ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-A1A ' (1) ·
'US 98 (SR 80) ' (1) ·
'US1(SR5) ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
Number 008:
700014 (1) ·
700015 (1) ·
700025 (1) ·
700026 (1) ·
700027 (1) ·
700028 (1) ·
700030 (1) ·
700031 (1) ·
700059 (1) ·
700134 (1) ·
700183 (1) ·
700184 (1) ·
700188 (1) ·
794154 (1) ·
930001 (1) ·
930060 (1) ·
930356 (1) ·
930362 (1) ·
930407 (1) ·
930439 (1) ·
940007 (1) ·
940045 (1)
Location 009:
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'CR-516 over I-95 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26202096 (1) ·
26322094 (1) ·
26404080 (1) ·
26410722 (1) ·
26502431 (1) ·
26522014 (1) ·
27281242 (1) ·
27282176 (1) ·
28020728 (1) ·
28075792 (1) ·
28081497 (1) ·
28240145 (1) ·
28240489 (1) ·
28241877 (1) ·
28241880 (1) ·
28241892 (1) ·
28241941 (1) ·
28243313 (1) ·
28243314 (1) ·
28365858 (1) ·
28365910 (1) ·
29095834 (1)
Longitude 017:
80032688 (1) ·
80042082 (1) ·
80074325 (1) ·
80095948 (1) ·
80144324 (1) ·
80192117 (1) ·
80214953 (1) ·
80235687 (1) ·
80360766 (1) ·
80370269 (1) ·
80375608 (1) ·
80375690 (1) ·
80384626 (1) ·
80392393 (1) ·
80393049 (1) ·
80394904 (1) ·
80413927 (1) ·
80444580 (1) ·
80451074 (1) ·
80510378 (1) ·
80510486 (1) ·
81012484 (1)
Owner 022: (Click arrow to add another value)
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
Inspect Date 090:
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 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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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