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.
'53rd Street ' (1) ·
'61ST./PECAN GROVE ' (1) ·
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'MAPP ROAD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'SW 15TH AVE ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'VIA DELRAY BLVD ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
'YAMATO RD ' (1)
884038 (1) ·
884083 (1) ·
894049 (1) ·
894059 (1) ·
934427 (1) ·
934461 (1) ·
934468 (1) ·
934469 (1) ·
934922 (1) ·
934923 (1) ·
934928 (1) ·
934966 (1) ·
934967 (1) ·
934968 (1) ·
934969 (1)
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.5MI W OF MILITARY TRAIL' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'AT CR-615 (66TH AVE.) ' (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 not over waterway. (1)
Showing below up to 15 results in range #1 to #15.