Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'45TH STREET ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'SAM SENTER RD ' (1) ·
'SE 7TH STREET ' (1) ·
'SR-520 WB ' (1) ·
'SR806 Atlantic Ave' (1) ·
'Tomoka Farms Rd. ' (1) ·
'W/B S.R. 704 ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
700061 (1) ·
790023 (1) ·
790071 (1) ·
790072 (1) ·
790105 (1) ·
790106 (1) ·
930069 (1) ·
930107 (1) ·
930183 (1) ·
930240 (1) ·
934100 (1) ·
934464 (1) ·
934465 (1) ·
934513 (1) ·
935100 (1)
Location 009:
'.7mi. E of Congress Ave. ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'SR 520 WB Indian River ' (1) ·
'Tomoka Farms Rd - I-4 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (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: (Click arrow to add another value)
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) ·
N/A (1)
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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