Drilldown: bridge data
From Indian River Lagoon Project
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Addison Canal (1) ·
Horse Creek (1) ·
Wickham Road (1)
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'PALMETTO PK RD ' (1) ·
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'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18th STREET EB ' (1) ·
'SW 18TH STREET WB ' (1) ·
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'US98&441 SR700&15' (1) ·
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'0.2MI N OF NW BAYSHORE BL' (1) ·
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'0.3 mi east of US 1 & PGA' (1) ·
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'0.4MI. N OF SR-60 ' (1) ·
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'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1) ·
US-1 over Horse Creek (1)
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6960 (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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
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