Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'C-54 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'Earman River (C-17) ' (1) ·
'Fellsmere Canal ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL U CANAL ' (1) ·
'North Lake ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Tide Relief Canal ' (1) ·
Fellsmere Canal (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'CR-512 ' (1) ·
'EB North Lake Blvd' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB N. Lake Blvd. ' (1) ·
I-95 SB (1)
Number 008:
700231 (1) ·
700232 (1) ·
700237 (1) ·
700238 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
884003 (1) ·
884063 (1) ·
884064 (1) ·
884067 (1) ·
930003 (1) ·
930004 (1) ·
930050 (1) ·
930195 (1) ·
930361 (1) ·
934116 (1) ·
934164 (1) ·
936550 (1)
Location 009:
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (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. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'AT 141st ST ' (1) ·
'Buffer Preserve Drive ' (1) ·
'Just North of SR-850 ' (1) ·
'Over Fellsmere Canal ' (1) ·
Over Fellsmere Canal (1)
Latitude 016:
26475062 (1) ·
26482760 (1) ·
26482851 (1) ·
26483005 (1) ·
26485165 (1) ·
26490288 (1) ·
26490902 (1) ·
26495569 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27385917 (1) ·
27385953 (1) ·
27442320 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27493308 (1) ·
27493323 (1) ·
27493726 (1) ·
27493735 (1)
Longitude 017:
80022456 (1) ·
80032135 (1) ·
80033671 (1) ·
80040089 (1) ·
80040198 (1) ·
80040599 (1) ·
80042484 (1) ·
80052450 (1) ·
80332834 (1) ·
80332921 (1) ·
80333220 (1) ·
80333306 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80383118 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80513039 (1) ·
80513106 (1)
Owner 022:
Built 027:
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 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) ·
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 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)
Future 114:
Clearance 116:
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