Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12149 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Burns Road ' (1) ·
'CR-3 ' (1) ·
'CYPRESS CREEK ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Indian River ' (1) ·
'Indian River Relief East' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR786 I95 I95 Ramps ' (1)
Critical 006b:
Facility 007:
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
Number 008:
700077 (1) ·
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Location 009:
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1.1MI W OF US-1 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-404 WB-Banana River ' (1)
Latitude 016:
26482992 (1) ·
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Longitude 017:
80035722 (1) ·
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80043945 (1) ·
80050893 (1) ·
80050894 (1) ·
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80380233 (1) ·
80381732 (1) ·
80381773 (1) ·
80383763 (1) ·
80390039 (1) ·
80390071 (1)
Owner 022:
Built 027:
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 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:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114:
Clearance 116:
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