Drilldown: bridge data
From Indian River Lagoon Project
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- 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: (Click arrow to add another value)
Place 004:
Features 006a:
Critical 006b:
Facility 007:
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR 802 Lake Ave' (1) ·
'EB SR706 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930104 (1) ·
930106 (1) ·
930154 (1) ·
930226 (1) ·
930318 (1) ·
930349 (1) ·
930382 (1) ·
930383 (1) ·
930453 (1) ·
930454 (1) ·
930486 (1) ·
930487 (1) ·
930506 (1) ·
930507 (1) ·
934160 (1) ·
934161 (1)
Location 009:
'0.8MI WEST OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
Direction 102: (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 16 results in range #1 to #16.
