Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12263 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-3 Canal ' (1) ·
'C-37 Canal ' (1) ·
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'Casa Mar Dr ' (1) ·
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'EB SR80 & C-51 Canal ' (1) ·
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'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'I-95 ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'LWDD L30 Canal ' (1) ·
'M CANAL ' (1) ·
'Over D Canal ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'WB SR 80 ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'20TH AVENUE ' (1) ·
'4th Street ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'E Gateway Blvd ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'HAVERHILL ROAD ' (1) ·
'HOOD RD 110.944 ' (1) ·
'INDIAN STREET ' (1) ·
'Lake Ida Road ' (1) ·
'Lyons Rd ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'Palm Bay Library ' (1) ·
'SB SR 807 ' (1) ·
'Spanish River Blvd' (1) ·
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'Tangerine Drive ' (1) ·
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'YAMATO RD ' (1) ·
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'YAMATO RD WB ' (1)
Number 008:
704143 (1) ·
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Location 009:
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'10ft. E of Minton Road ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Minton Road-I-95 ' (1) ·
'SE quadrant PB Int Airpt ' (1)
Latitude 016:
26212592 (1) ·
26212629 (1) ·
26231070 (1) ·
26233914 (1) ·
26233917 (1) ·
26233970 (1) ·
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27363390 (1) ·
27372705 (1) ·
27594683 (1) ·
28025656 (1)
Longitude 017:
80041485 (1) ·
80045427 (1) ·
80045433 (1) ·
80045890 (1) ·
80045945 (1) ·
80045990 (1) ·
80054717 (1) ·
80062196 (1) ·
80070375 (1) ·
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80075116 (1) ·
80075210 (1) ·
80094882 (1) ·
80101583 (1) ·
80101586 (1) ·
80101941 (1) ·
80102313 (1) ·
80102700 (1) ·
80112020 (1) ·
80120025 (1) ·
80121064 (1) ·
80121067 (1) ·
80123610 (1) ·
80162939 (1) ·
80242120 (1) ·
80264806 (1) ·
80264867 (1) ·
80264934 (1) ·
80401656 (1) ·
80401795 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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 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) ·
N/A (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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) ·
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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