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.
'CANAL C-108 ' (1) ·
'CSX RR ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River IWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'Tillman Canal ' (1)
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'JORGENSEN RD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'Minton Road CR-509' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'US-192 EB ' (1)
700181 (1) ·
704075 (1) ·
890120 (1) ·
930265 (1) ·
930267 (1) ·
930268 (1) ·
930269 (1) ·
930285 (1) ·
930289 (1) ·
930351 (1) ·
934905 (1) ·
934940 (1) ·
937356 (1) ·
937359 (1) ·
940086 (1) ·
940087 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1)
'0.1MI N of BILBAO ST. ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'1 mile West of US 1 ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2MI E of SR-76 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'Just West of I 95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-192 EB - Indian River ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (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 19 results in range #1 to #19.
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