Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Length 049:
27 
& 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.
& Inspect Date 090:
02-18
& 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.
& Inspect Date 090:
02-18 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
704042 (1) ·
884058 (1) ·
884060 (1) ·
930091 (1) ·
934256 (1) ·
934406 (1) ·
934902 (1) ·
934913 (1) ·
934918 (1) ·
945253 (1)
Location 009:
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 10 results in range #1 to #10.
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