Drilldown: bridge data
From Indian River Lagoon Project
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'ARCHIES CREEK ' (1) ·
'BOLLES CANAL (L-21) ' (1) ·
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'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
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'Americana Blvd. ' (1) ·
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'CENTRE PK. DR. N. ' (1) ·
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'Spanish River Blvd' (1) ·
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'St Lucie West Blvd' (1) ·
'TEQUESTA DRIVE ' (1) ·
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'.25 Mi E of AUSTRALIAN ' (1) ·
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'1.2MI. W of US-1 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.5mi. S of SR70 / I-95 ' (1) ·
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'At S Military Trail ' (1) ·
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'Boynton Bch Blvd at SR-7 ' (1) ·
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'East of Ernest Lyons Bri.' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'US-27 OVER BOLLES CANAL ' (1) ·
'West of Ernest Lyons Bri.' (1)
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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 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)
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