Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'Blue Heron Blvd. ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'COUNTY RD 507 ' (1) ·
'DYER PARK ROAD ' (1) ·
'I 95 SR 9 SB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LAKE IDA ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SR-811 (Alt A-1-A)' (1) ·
'SR91 SB TPK 143.3 ' (1)
Number 008:
880076 (1) ·
894051 (1) ·
930291 (1) ·
930292 (1) ·
930339 (1) ·
930523 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934964 (1) ·
937358 (1) ·
940121 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'City of Jupiter ' (1) ·
'IN JOHN PRINCE PARK ' (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:
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: (Click arrow to add another value)
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 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.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
