Drilldown: bridge data
From Indian River Lagoon Project
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'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2 Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Worth Relief ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Military Trail ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Turnpike (SR-91) ' (1)
'45th Street CR-702' (1) ·
'Blue Heron Blvd ' (1) ·
'Central Blvd ' (1) ·
'CHERRY ROAD ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Hatton Road ' (1) ·
'I 95 SR 9 ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'WB 706 To SB I-95 ' (1)
930354 (1) ·
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'0.25 mile North of SR 786' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 Mi. S of US-441 ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.7 miles North of SR 706' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'SR-A1A East of ICWW ' (1)
26210062 (1) ·
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80331600 (1) ·
80401144 (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 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)
Showing below up to 22 results in range #1 to #22.
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