Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'10th Ave North ' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB SR 802 Lake Ave' (1) ·
'Hypoluxo Rd ' (1) ·
'KELLER ROAD ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR802 (Lake Worth)' (1) ·
'STAR ISLAND WAY ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
890107 (1) ·
894017 (1) ·
894018 (1) ·
930073 (1) ·
930104 (1) ·
930263 (1) ·
930318 (1) ·
930373 (1) ·
934302 (1) ·
934307 (1) ·
934367 (1) ·
934940 (1) ·
936350 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'10th Ave North over I 95 ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090:
Direction 102:
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 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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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