Drilldown: bridge data
From Indian River Lagoon Project
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'SR91 NB TPK 142.2 ' (1) ·
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'SR91 SB TPK 143.3 ' (1) ·
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'ST LUCIE W BLVD WB' (1) ·
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'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
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'0.3 Mile East of US-1 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
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'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'03 mi N of SR 706 ' (1) ·
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'1.5 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
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'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
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'West of Ernest Lyons Bri.' (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) ·
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)
10000 (1) ·
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360 (1) ·
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4062 (1) ·
42189 (1) ·
600 (1) ·
9600 (1)
Showing below up to 33 results in range #1 to #33.