Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'109TH STREET ' (1) ·
'97 TH STREET ' (1) ·
'BARBER STREET ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR714 PALM CITY RD' (1) ·
'FLEMING STREET ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 5TH STREET ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SW 18TH ST ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 NB ' (1)
Number 008:
790087 (1) ·
794022 (1) ·
884003 (1) ·
884064 (1) ·
884065 (1) ·
885604 (1) ·
885605 (1) ·
890039 (1) ·
894019 (1) ·
930030 (1) ·
935218 (1) ·
940122 (1) ·
940123 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'AT 141st ST ' (1) ·
'US-1 NB - FECRR ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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:
Direction 102: (Click arrow to add another value)
Deck Type 107:
Scour 113:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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