Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12120 (1) ·
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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) ·
'Boynton Canal C16 ' (1) ·
'CANAL L-20 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Danforth Creek ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Indian River IWW ' (1) ·
'Indian River Relief ' (1) ·
'LATERAL C CANAL ' (1) ·
'LATERAL CANAL D ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-406 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'74TH AVE. ' (1) ·
'8TH ST. CR-612 ' (1) ·
'AVENUE OF PGA ' (1) ·
'EB SR - 714 ' (1) ·
'HICKORY DRIVE ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Kings Highway ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'US-192 ' (1) ·
'US-192 WB ' (1) ·
'US1(SR5) ' (1)
Number 008:
700014 (1) ·
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940102 (1)
Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT 74TH AVE. ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26214420 (1) ·
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Longitude 017:
80032688 (1) ·
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80060655 (1) ·
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80393049 (1) ·
80394904 (1) ·
80410794 (1) ·
80410799 (1) ·
80413927 (1) ·
80434234 (1) ·
80434242 (1) ·
80444580 (1) ·
80451074 (1) ·
80454646 (1) ·
80454647 (1) ·
80510378 (1) ·
80510486 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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 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) ·
N/A (1)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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 not over waterway. (1)
Future 114:
Clearance 116:
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