Drilldown: bridge data
From Indian River Lagoon Project
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12119 (1) ·
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18717 (1) ·
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19391 (1)
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'MANATEE POCKET ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'ORANGE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'St. Johns River ' (1) ·
'US-1 ' (1) ·
I-95 (1)
'CR-726 CITRUS BLVD' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'ISLAND WAY ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
Micco Rd. (1)
700013 (1) ·
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940951 (1)
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
1.9MI E of Babcock St. (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 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 27 results in range #1 to #27.