Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13774 (1) ·
13807 (1) ·
13811 (1) ·
13813 (1) ·
15189 (1) ·
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19562 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BULLDOG CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-4 ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FEC Railroad ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Gabordy's Canal ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'LAKE IDA CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'Main Relief Canal ' (1) ·
'Misner Branch ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'SR-91 (FL TURNPIKE) ' (1)
Critical 006b:
Facility 007:
'34th Avenue ' (1) ·
'Apollo Boulevard ' (1) ·
'Bay Drive ' (1) ·
'Becker Road ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'Crosstown Parkway ' (1) ·
'Daytona Avenue ' (1) ·
'Island Drive ' (1) ·
'Main Trail ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Daytona Rd ' (1) ·
'Palm Bay Parkway ' (1) ·
'PERIWINKLE DRIVE ' (1) ·
'River Drive ' (1) ·
'Riverside Drive ' (1) ·
'SAVONA BLVD. ' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'SW 22ND WAY ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Trailwood Drive ' (1)
Number 008:
705604 (1) ·
705924 (1) ·
794065 (1) ·
795504 (1) ·
795521 (1) ·
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949901 (1)
Location 009:
'.1 Mile W of US-A1A ' (1) ·
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1Mi W of Marsh Road ' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3 Miles North of SR 60 ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.8MI N OF CR 510 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'200ft. S of 10th Street ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Crosstown Pkwy/I-95 ' (1)
Latitude 016:
26201913 (1) ·
26231070 (1) ·
26294400 (1) ·
26302557 (1) ·
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26450312 (1) ·
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29165358 (1)
Longitude 017:
80024595 (1) ·
80044085 (1) ·
80044331 (1) ·
80044341 (1) ·
80054717 (1) ·
80060914 (1) ·
80061282 (1) ·
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80192646 (1) ·
80214090 (1) ·
80214400 (1) ·
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80240190 (1) ·
80250330 (1) ·
80251340 (1) ·
80253500 (1) ·
80290638 (1) ·
80384610 (1) ·
80441510 (1) ·
80544173 (1) ·
80591575 (1) ·
81001126 (1) ·
81022149 (1) ·
81030053 (1) ·
81054109 (1) ·
81162090 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
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 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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