Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12171 (1) ·
12232 (1) ·
12271 (1) ·
12275 (1) ·
12277 (1) ·
12281 (1) ·
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12285 (1) ·
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15990 (1) ·
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15993 (1) ·
15994 (1) ·
15995 (1)
Status: (Click arrow to add another value)
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'Canal - D ' (1) ·
'Canal C-47 ' (1) ·
'Canal C-48 ' (1) ·
'Grant Canal ' (1) ·
'ITCWD CANAL #1 ' (1) ·
'ITCWD CANAL #2 ' (1) ·
'ITCWD CANAL 3 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Tillman Canal ' (1) ·
'West Palm Beach Canal ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'Aviation Ave. ' (1) ·
'BOBWHITE ROAD ' (1) ·
'Brittan Avenue ' (1) ·
'CRESTWOOD BLVD ' (1) ·
'CRESTWOOD BLVD. ' (1) ·
'Eldron Blvd ' (1) ·
'Emerson Drive ' (1) ·
'GOLDFINCH LANE ' (1) ·
'GRANDVIEW WAY ' (1) ·
'I-95 ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'Malabar Rd ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'Palm Bay Library ' (1) ·
'PIONEER ROAD ' (1) ·
'RAVEN COURT ' (1) ·
'ROYAL PALM BCH BLV' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-507 NB ' (1) ·
'US-98 (SR-80) ' (1)
Number 008:
700101 (1) ·
700185 (1) ·
704256 (1) ·
705906 (1) ·
705908 (1) ·
705914 (1) ·
705915 (1) ·
705918 (1) ·
705953 (1) ·
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Location 009:
'0.03MI W OF DOVE CIRCLE ' (1) ·
'0.1 mi E of Minton Rd ' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI S OF OKEECHOBEE BL ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 mi S of Cocoa Street ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.5 mi N of Malabar Rd. ' (1) ·
'0.6MI S OF OKEECHOBEE BLV' (1) ·
'0.8MI N OF SR 80 ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1.0Mi. S of Malabar Rd NE' (1) ·
'1.2MI S OF OKEECHOBEE BL ' (1) ·
'1.3MI N OF SR-80 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. E of Minton Road ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'4 miles west of SR 7 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26401668 (1) ·
26404846 (1) ·
26405778 (1) ·
26412599 (1) ·
26412989 (1) ·
26414262 (1) ·
26415366 (1) ·
26415540 (1) ·
26415742 (1) ·
26420973 (1) ·
26421351 (1) ·
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28002288 (1) ·
28003971 (1) ·
28004740 (1) ·
28004758 (1)
Longitude 017:
80120806 (1) ·
80120925 (1) ·
80123486 (1) ·
80125285 (1) ·
80130371 (1) ·
80130501 (1) ·
80130754 (1) ·
80130890 (1) ·
80131759 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134460 (1) ·
80134651 (1) ·
80134748 (1) ·
80135984 (1) ·
80142395 (1) ·
80143409 (1) ·
80144092 (1) ·
80162947 (1) ·
80184167 (1) ·
80361398 (1) ·
80371970 (1) ·
80384417 (1) ·
80394165 (1) ·
80400209 (1) ·
80401484 (1) ·
80401747 (1) ·
80401795 (1) ·
80401800 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
Culvert 062:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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 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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