Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Features 006a:
'B-19 Canal / Trib 1 ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
'Cabana Colony Circle ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-4 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'I-95 ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Reed Canal ' (1) ·
'Rio Mar Bay ' (1) ·
'SR-713 (King Hwy) ' (1)
Critical 006b:
Facility 007:
'4th Street ' (1) ·
'5th Street ' (1) ·
'Bay Drive ' (1) ·
'Esplanade Avenue ' (1) ·
'Hatton Road ' (1) ·
'Hypoluxo Rd ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ashby Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Oak Lea Drive ' (1) ·
'Old Boynton Road ' (1) ·
'Old Dixie Highway ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Palm Bay Parkway ' (1) ·
'Prosperity Farms R' (1) ·
'River Drive ' (1) ·
'Trailwood Drive ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
705924 (1) ·
794123 (1) ·
794124 (1) ·
794146 (1) ·
796413 (1) ·
796414 (1) ·
796548 (1) ·
884069 (1) ·
884074 (1) ·
884076 (1) ·
885811 (1) ·
885812 (1) ·
934178 (1) ·
934367 (1) ·
934552 (1) ·
934913 (1) ·
934951 (1) ·
934981 (1) ·
940163 (1)
Location 009:
'0.1 Mile West of A1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.5mi N of SR-68 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'200ft. East of SR-415 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'At 58th Ave ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26315430 (1) ·
26322077 (1) ·
26322087 (1) ·
26342040 (1) ·
26424000 (1) ·
26512009 (1) ·
27271705 (1) ·
27351435 (1) ·
27354128 (1) ·
27363390 (1) ·
27382700 (1) ·
27382938 (1) ·
28004870 (1) ·
28155940 (1) ·
28160000 (1) ·
28563087 (1) ·
29060108 (1) ·
29071179 (1) ·
29093016 (1) ·
29210415 (1) ·
29211227 (1)
Longitude 017:
80041860 (1) ·
80050300 (1) ·
80084971 (1) ·
80085039 (1) ·
80102300 (1) ·
80214090 (1) ·
80214400 (1) ·
80235639 (1) ·
80254958 (1) ·
80264867 (1) ·
80264917 (1) ·
80331600 (1) ·
80434440 (1) ·
80434460 (1) ·
80441510 (1) ·
80591575 (1) ·
81001126 (1) ·
81015661 (1) ·
81055781 (1) ·
81060905 (1) ·
81060951 (1)
Owner 022:
Built 027:
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: (Click arrow to add another value)
Channel 061:
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:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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:
Showing below up to 21 results in range #1 to #21.
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