Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a: (Click arrow to add another value)
Critical 006b:
Facility 007:
'AUDUBON CSWY ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'Entrnce Rd to FDOT' (1) ·
'Golfview Ave ' (1) ·
'Golfview Avenue ' (1) ·
'Hurley Blvd ' (1) ·
'INLET CAY DR. ' (1) ·
'ISLAND DRIVE ' (1) ·
'Patti Drive ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Pinehurst Ave N ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'S. Burnett Rd ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SE HARBOR ISLAND ' (1) ·
'STAR ISLAND WAY ' (1) ·
'Tucker Lane ' (1)
Number 008:
704017 (1) ·
704019 (1) ·
704045 (1) ·
704093 (1) ·
704099 (1) ·
704100 (1) ·
704101 (1) ·
704193 (1) ·
705919 (1) ·
894017 (1) ·
894018 (1) ·
935506 (1) ·
935900 (1) ·
936451 (1) ·
936654 (1) ·
936655 (1) ·
936656 (1) ·
937361 (1) ·
937363 (1) ·
937714 (1)
Location 009:
'.06mi E OF LANDS END ROAD' (1) ·
'.1 Mile W of US-A1A ' (1) ·
'.2 mi. N of Port St. John' (1) ·
'.9 Mi. N of Port St. John' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 mile S of I-95 ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.2 miles South of SR-520' (1) ·
'15ft. N of Pine Island Dr' (1) ·
'200ft. W of A1A ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'50ft. East of Fiske Blvd ' (1) ·
'At Pluckebaum Rd ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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 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:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 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)
Future 114:
Clearance 116:
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