Drilldown: bridge data
From Indian River Lagoon Project
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-1 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Jupiter Creek ' (1) ·
'Lateral A Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
'RCA CANAL ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-713 ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'FLYING COW ROAD ' (1) ·
'Indiantown Road ' (1) ·
'LINTON BLVD. ' (1) ·
'NW 7TH STREET ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'Range Rd ' (1) ·
'Sea Ray Drive ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'Trailwood Drive ' (1)
Number 008:
704144 (1) ·
704194 (1) ·
705924 (1) ·
705925 (1) ·
796414 (1) ·
884100 (1) ·
884104 (1) ·
890113 (1) ·
894009 (1) ·
894062 (1) ·
930420 (1) ·
931013 (1) ·
934136 (1) ·
934139 (1) ·
934292 (1) ·
934369 (1) ·
934483 (1) ·
935221 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SR-80 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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: (Click arrow to add another value)
Rebuilt 106:
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)
Future 114:
Clearance 116:
Showing below up to 18 results in range #1 to #18.
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