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.
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'E-3 CANAL ' (1) ·
'I-4 ' (1) ·
'ICWW ' (1) ·
'L-30 CANAL ' (1) ·
'L-38 CANAL ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 Turnpike ' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1)
'20TH AVENUE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'EB Okee. Blvd. ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'JOG ROAD SB ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SR AIA ' (1) ·
'SR-472 WB ' (1) ·
'WB Okee. Blvd. ' (1)
790190 (1) ·
884062 (1) ·
930417 (1) ·
930418 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934918 (1) ·
934930 (1) ·
934933 (1) ·
934935 (1) ·
934937 (1) ·
934948 (1) ·
935308 (1) ·
940094 (1)
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-704 Over SR-91 ' (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)
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)
Showing below up to 15 results in range #1 to #15.