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:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CR-516 ' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Orange camp Rd. ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-404 EB ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-A1A NB ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'US-1 (SR-5) SB ' (1) ·
SR-A1A SB (1)
Number 008:
700054 (1) ·
700128 (1) ·
700145 (1) ·
700188 (1) ·
700210 (1) ·
700211 (1) ·
790211 (1) ·
790229 (1) ·
880103 (1) ·
880104 (1) ·
880105 (1) ·
890126 (1) ·
930188 (1) ·
930199 (1) ·
940058 (1) ·
940083 (1)
Location 009:
'.25mi W OF I-95 ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Boca Raton ' (1) ·
'CR-516 over I-95 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (1)
Latitude 016:
Longitude 017:
Built 027:
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:
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:
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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