Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Cypress Creek ' (1) ·
'E-3 CANAL ' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'Sykes Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'BISCAYNE DRIVE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'Brittan Avenue ' (1) ·
'Caballero Ave ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Eldron Blvd ' (1) ·
'I 95 SR 9 ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'MURPHY RD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Sea Ray Drive ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR510 Wabasso Road' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
704144 (1) ·
705913 (1) ·
705914 (1) ·
705915 (1) ·
705916 (1) ·
880050 (1) ·
880052 (1) ·
890115 (1) ·
890116 (1) ·
894003 (1) ·
930373 (1) ·
930375 (1) ·
930438 (1) ·
930519 (1) ·
934291 (1) ·
934294 (1) ·
934296 (1) ·
935750 (1) ·
937358 (1) ·
937359 (1) ·
937361 (1) ·
937363 (1) ·
945250 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2 mi S of Jupiter Blvd ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi East of US-1 ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2MI East of US-1 ' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.5 Mi S of Malabar Rd. ' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'At Exit 76 ' (1)
Latitude 016:
26314057 (1) ·
26373441 (1) ·
26383999 (1) ·
26412599 (1) ·
26415366 (1) ·
26421351 (1) ·
26430840 (1) ·
26433343 (1) ·
26435320 (1) ·
26435409 (1) ·
26465960 (1) ·
26571634 (1) ·
26581961 (1) ·
26582109 (1) ·
27120310 (1) ·
27153115 (1) ·
27451178 (1) ·
27452951 (1) ·
27583729 (1) ·
27583761 (1) ·
27590343 (1) ·
27590359 (1) ·
28242068 (1)
Longitude 017:
80032221 (1) ·
80055680 (1) ·
80074708 (1) ·
80075210 (1) ·
80095468 (1) ·
80103697 (1) ·
80104046 (1) ·
80130371 (1) ·
80130890 (1) ·
80133989 (1) ·
80134000 (1) ·
80142395 (1) ·
80143409 (1) ·
80144092 (1) ·
80172570 (1) ·
80174285 (1) ·
80251396 (1) ·
80254429 (1) ·
80394165 (1) ·
80394182 (1) ·
80400209 (1) ·
80400429 (1) ·
80413919 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (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:
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