Drilldown: bridge data
From Indian River Lagoon Project
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'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
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'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1) ·
'W.P.B. Canal (C-51) ' (1)
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'HOOD RD 110.944 ' (1) ·
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'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
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940147 (1)
'.75 miles South of SR-882' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
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'1.5 N of SW KANNER HWY ' (1) ·
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'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
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'2.5 mi. N of SR 70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'300' E of FL Turnpike ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
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'SR-91 FL TPK OVER SR-808 ' (1)
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78500 (1) ·
9350 (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 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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