Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'JOG ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR-714 ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 178.03' (1)
Number 008:
880058 (1) ·
880066 (1) ·
880090 (1) ·
880091 (1) ·
890001 (1) ·
890021 (1) ·
890159 (1) ·
930265 (1) ·
930407 (1) ·
930486 (1) ·
934297 (1) ·
940057 (1) ·
940073 (1) ·
941001 (1)
Location 009:
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'Turnpike at Stuart exit. ' (1)
Latitude 016:
Longitude 017:
Owner 022:
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) ·
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:
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 14 results in range #1 to #14.
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