Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Bulow Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'FEC Railroad ' (1) ·
'Gabordy's Canal ' (1) ·
'Groover Creek ' (1) ·
'Halifax Canal ' (1) ·
'Halifax Canal Lateral ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Little Cow Creek ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'Rose Bay Canal ' (1) ·
'Samsula Canal ' (1) ·
'Spruce Creek ' (1) ·
'SR-9 (I-95) ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'Center Avenue ' (1) ·
'Cow Creek Road ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'Fountainhead Blvd.' (1) ·
'Graham Road ' (1) ·
'Jackson Street ' (1) ·
'Lake Ashby Road ' (1) ·
'Magnolia St. ' (1) ·
'Main Street ' (1) ·
'Old Dixie Hwy. ' (1) ·
'Orange Avenue ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'Riverside Dr ' (1) ·
'Samsula Drive ' (1) ·
'Saul Street ' (1) ·
'Turnbull Bay Road ' (1) ·
'Tymber Creek Road ' (1) ·
'Walter Boardman Ln' (1) ·
'Woodcliff Drive ' (1)
Number 008:
705603 (1) ·
794016 (1) ·
794022 (1) ·
794042 (1) ·
794072 (1) ·
794117 (1) ·
794118 (1) ·
794120 (1) ·
794122 (1) ·
794126 (1) ·
794130 (1) ·
794146 (1) ·
794184 (1) ·
795001 (1) ·
795521 (1) ·
795729 (1) ·
796412 (1) ·
796518 (1) ·
940047 (1) ·
940100 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1Mi S of LPGA Blvd ' (1) ·
'0.2 mile East of US-1 ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.6 Mile South of SR-442 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'1.0 mi. S of SR-44 ' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.6 miles North of SR-40 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'10ft. East of Nova Road ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'At Intersection w LPGA BL' (1) ·
'At Reed Canal Road ' (1) ·
'Canal View Blvd Intrsectn' (1) ·
'Citrus Ave/FEC RR ' (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:
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) ·
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: (Click arrow to add another value)
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) ·
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 20 results in range #1 to #20.
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