Drilldown: bridge data
From Indian River Lagoon Project
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'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
'Burns Road ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
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'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'Ten Mile Creek ' (1)
'CONGRESS AVE SB ' (1) ·
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'I 95 SR 9 NB ' (1) ·
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'I 95 to PBIA Ramp ' (1) ·
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'NB I-95 (SR-9) ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'Park Road ' (1) ·
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'PBIA to I-95 Ramp ' (1) ·
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'ROYAL PLM BH BL SB' (1) ·
'SB I 95 Off Ramp ' (1) ·
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'SB I 95 to SR 80 ' (1) ·
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'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR-60 EB ' (1) ·
'WALLIS ROAD ' (1) ·
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'West Farms Road ' (1)
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'0.1MI N OF BELVEDERE ROAD' (1) ·
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'2.6MI W OF SEMINOLE PRATT' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
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'3.9 mi. W of FL Turnpike ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1)
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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)
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