Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian
& Superstructure 059:
Very Good
& Direction 102:
1 - way
Use the filters below to narrow your results.
ObjectID:
'Belcher Canal (C-25) ' (1) ·
'BOYNTON CANAL ' (1) ·
'Danforth Creek ' (1) ·
'E-2W Canal ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Long Creek ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91 Turnpike ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Turkey Creek ' (1)
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'E/B S.R. 704 ' (1) ·
'E/B S.R. A1A ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'NB SR-615 ' (1) ·
'Northlake Blvd. EB' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Port Malabar BL WB' (1) ·
'SB SR-615 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'W/B Atlantic Ave ' (1) ·
'W/B S.R. 704 ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB Okee. Blvd. ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB PGA Blvd. ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR - 714 ' (1) ·
'WB St. Lucie Blvd.' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2mi. East of SR-91 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'SR-704 Over SR-91 ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
26195316 (1) ·
26195370 (1) ·
26233917 (1) ·
26233970 (1) ·
26243156 (1) ·
26243219 (1) ·
26252703 (1) ·
26271300 (1) ·
26271450 (1) ·
26290212 (1) ·
26290213 (1) ·
26304774 (1) ·
26304823 (1) ·
26322077 (1) ·
26322087 (1) ·
26342010 (1) ·
26342072 (1) ·
26390300 (1) ·
26401260 (1) ·
26401280 (1) ·
26422200 (1) ·
26422701 (1) ·
26422817 (1) ·
26483417 (1) ·
26483495 (1) ·
26483934 (1) ·
26504098 (1) ·
27102072 (1) ·
27115581 (1) ·
27115681 (1) ·
27161795 (1) ·
27161803 (1) ·
27161886 (1) ·
27161895 (1) ·
27280680 (1) ·
27280700 (1) ·
28010155 (1) ·
28155940 (1) ·
28160000 (1)
Longitude 017:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 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 40 results in range #1 to #40.
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