Drilldown: bridge data
From Indian River Lagoon Project
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'SR91 N/S TPK 96.55' (1) ·
'WB Okee. Blvd. ' (1)
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'.75 miles South of SR-882' (1) ·
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'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
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'Between SR704 and 12th St' (1) ·
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'Jupiter Interchange/I-95 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'SR-704 Over SR-91 ' (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)
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