Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'EB North Lake Blvd' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-95 ' (1) ·
'John Rodes Blvd. ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PK RD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR802 (Lake Worth)' (1) ·
'SR91 SB TPK 178.03' (1) ·
'Taylor Road ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR808 Glades Rd' (1)
Number 008:
700093 (1) ·
704188 (1) ·
794009 (1) ·
880058 (1) ·
890014 (1) ·
930050 (1) ·
930073 (1) ·
930195 (1) ·
930245 (1) ·
930246 (1) ·
930806 (1) ·
934902 (1) ·
940086 (1) ·
940087 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.2 mi E of CR-415 ' (1) ·
'1.35Mi N of US-192 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'1mi. W of US-1. ' (1) ·
'1mi. West of US-1 ' (1) ·
'2.3Mi N of Ind. River Co.' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'800 ft West of I 95 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
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) ·
N/A (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)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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 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 14 results in range #1 to #14.
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