Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BARBARA BASIN ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Berrys Canal ' (1) ·
'Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'Deer WIldlife Crossing ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'I-4 ' (1) ·
'Misner Creek ' (1) ·
'NORTH CANAL ' (1) ·
'Nova Canal ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'SWA Retention Canal ' (1) ·
Banana River Relief (1)
Critical 006b:
Facility 007:
'10th Street ' (1) ·
'8th Street ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'Jog Road ' (1) ·
'S. Burnett Rd ' (1) ·
'Saxon Blvd EB ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-40 ' (1) ·
'SR-400 ' (1) ·
'SR-44 ' (1) ·
'SR-5A ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
SR-520 (1)
Number 008:
700192 (1) ·
704193 (1) ·
790149 (1) ·
790167 (1) ·
790168 (1) ·
790169 (1) ·
790179 (1) ·
790180 (1) ·
790182 (1) ·
790203 (1) ·
790204 (1) ·
790205 (1) ·
790206 (1) ·
790207 (1) ·
790247 (1) ·
884058 (1) ·
884060 (1) ·
894042 (1) ·
895505 (1) ·
931001 (1) ·
931012 (1) ·
934158 (1) ·
934297 (1)
Location 009:
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At Pluckebaum Rd ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'SR 400 - Dear Crossing ' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-5A at 3rd St ' (1) ·
SR-520 - Banana River (1)
Latitude 016:
26370275 (1) ·
26420393 (1) ·
26454160 (1) ·
26562145 (1) ·
27023873 (1) ·
27111437 (1) ·
27392294 (1) ·
27392357 (1) ·
28204418 (1) ·
28212829 (1) ·
28543983 (1) ·
29014148 (1) ·
29043800 (1) ·
29043900 (1) ·
29060018 (1) ·
29060200 (1) ·
29064300 (1) ·
29132818 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1) ·
29164002 (1)
Longitude 017:
80082890 (1) ·
80085094 (1) ·
80092080 (1) ·
80102528 (1) ·
80111729 (1) ·
80230306 (1) ·
80230357 (1) ·
80310465 (1) ·
80365438 (1) ·
80464729 (1) ·
80551845 (1) ·
81025860 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81051670 (1) ·
81083200 (1) ·
81083300 (1) ·
81091400 (1) ·
81091401 (1) ·
81103100 (1) ·
81103200 (1) ·
81161879 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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 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:
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: (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)
Future 114:
Clearance 116:
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