Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status:
Date:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'8th Street N ' (1) ·
'Congress Avenue ' (1) ·
'Dundas Court ' (1) ·
'Hypoluxo Rd ' (1) ·
'Indian Rvrsd Pk Rd' (1) ·
'Island Way ' (1) ·
'North 14th Street ' (1) ·
'North 9th Street ' (1) ·
'Port Malabar BL WB' (1) ·
'Riverbend Park Rd ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
Number 008:
705920 (1) ·
884081 (1) ·
884083 (1) ·
884084 (1) ·
894063 (1) ·
930528 (1) ·
930537 (1) ·
930538 (1) ·
934176 (1) ·
934177 (1) ·
934367 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (1) ·
'Between SR704 and 12th St' (1) ·
'Indian Riverside Park ' (1) ·
'Inter 66th Ave/College Ln' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
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:
Inspect Date 090:
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 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:
Showing below up to 15 results in range #1 to #15.
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