Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
Number 008:
930054 (1) ·
930121 (1) ·
930344 (1) ·
930523 (1) ·
934125 (1) ·
934151 (1) ·
934175 (1) ·
934313 (1) ·
934905 (1) ·
936500 (1) ·
936551 (1) ·
937202 (1) ·
937716 (1)
Location 009:
'.25 Mi E of AUSTRALIAN ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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 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:
Showing below up to 13 results in range #1 to #13.
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