Drilldown: bridge data
From Indian River Lagoon Project
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Features 006a:
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'Canal L-14 ' (1) ·
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'COUNTY LINE CANAL C-23 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
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'Halifax River IWW ' (1) ·
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'LIPTOG CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-406 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'Sykes Creek ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'Congress Ave. ' (1) ·
'ELLISON WILSON RD ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Kings Highway ' (1) ·
'Lake Ashby Road ' (1) ·
'LARCH AVE ' (1) ·
'PINE RIDGE WAY ' (1) ·
'RANGE LINERD CR609' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'Service Road ' (1) ·
'SR-40 ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-786(PGA BLVD) ' (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-441 SR-15 ' (1) ·
'US1(SR5) ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1)
Number 008:
700014 (1) ·
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Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7MI W OF SR-401 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5mi. N of SR-68 ' (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) ·
'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) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-40 over IWW ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26220386 (1) ·
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28365858 (1) ·
28365910 (1) ·
28370440 (1) ·
28563087 (1) ·
29171420 (1)
Longitude 017:
80032688 (1) ·
80034800 (1) ·
80052230 (1) ·
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80062177 (1) ·
80064587 (1) ·
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80235687 (1) ·
80270210 (1) ·
80270308 (1) ·
80285306 (1) ·
80370127 (1) ·
80384626 (1) ·
80393049 (1) ·
80394904 (1) ·
80410794 (1) ·
80410799 (1) ·
80413927 (1) ·
80434234 (1) ·
80434242 (1) ·
80444580 (1) ·
80451074 (1) ·
80454646 (1) ·
80454647 (1) ·
80480991 (1) ·
80510378 (1) ·
80510486 (1) ·
81030614 (1) ·
81060951 (1)
Owner 022:
Built 027: (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:
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) ·
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:
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) ·
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:
Clearance 116:
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