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-51 CANAL ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'FECRR ' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'I-95 (SR 9) ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Pine Street ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1)
'CONGRESS AVE SB ' (1) ·
'CR 76A ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EB PGA Blvd. ' (1) ·
'FLYING COW ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 70 EB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'US-1 ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 70 ' (1) ·
'WB SR706 to SB I95' (1)
700012 (1) ·
700087 (1) ·
700151 (1) ·
790042 (1) ·
790100 (1) ·
890114 (1) ·
890121 (1) ·
930106 (1) ·
930349 (1) ·
930384 (1) ·
930390 (1) ·
934292 (1) ·
934931 (1) ·
940119 (1) ·
940154 (1)
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT SR-80 ' (1) ·
'CR 76A over I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-1 - FECRR ' (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.