Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Traffic Year 030:
2016
& Service On 042a:
Highway - Pedestrian
& Superstructure 059:
Very Good
Use the filters below to narrow your results.
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'Banana River ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-17 Canal ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CSX Railroad ' (1) ·
'Danforth Creek ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-1 Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-2-E Canal ' (1) ·
'E-3 CANAL ' (1) ·
'E3-canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River Relief ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Long Creek ' (1) ·
'LWDD E-1 Canal ' (1) ·
'N Fork Loxahatchee River' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'South Relief Canal ' (1) ·
'SR-91 Turnpike ' (1) ·
'Turkey Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
'49th St Lindsey Rd' (1) ·
'Australian Ave. ' (1) ·
'Banana River Drive' (1) ·
'Benoist Farms Rd ' (1) ·
'Boynton Beach Blvd' (1) ·
'CHERRY ROAD ' (1) ·
'Congress Avenue ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'Crosstown Parkway ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LINTON BLVD ' (1) ·
'Melaleuca Lane ' (1) ·
'NB SR-615 ' (1) ·
'Pioneer Road ' (1) ·
'Port Malabar BL WB' (1) ·
'SB SR-615 ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR806 Atlantic Ave' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US 192 WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB SR - 714 ' (1) ·
'WB St. Lucie Blvd.' (1) ·
'Woolbright Road ' (1)
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'.75 miles South of SR-882' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'0.5Mi W of MILITARY TRAIL' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'300' E of FL Turnpike ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'I 95 Exit 56 ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Just West of I 95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'North of P. Beach Airport' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'W of I 95 on Woolbright ' (1)
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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 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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
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