Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
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'HUNGRYLAND CANAL C-18 ' (1) ·
'IWW Halifax River ' (1) ·
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'Lake Ida Road ' (1) ·
'LATERAL CANAL #38 ' (1) ·
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'SR 710 & SCL RR ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
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Indian River ICW (1) ·
Indian River Relief East (1)
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'Boynton Bch Blvd. ' (1) ·
'CONGRESS AVE ' (1) ·
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'I 95 SR 9 NB ' (1) ·
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 75.92' (1) ·
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'.2mi East of US-27 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
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'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'I-95/SR 806 interchange ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-A1A over Halifax River' (1) ·
SR-518 over Indian River (1) ·
SR-520 - Indian River Relief (1)
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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 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)
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)
10800 (1) ·
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