Drilldown: bridge data
From Indian River Lagoon Project
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'SR 710 and CSX RR ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
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'SW 10th St. Lowson Blvd ' (1) ·
'Turnpike (SR-91) ' (1)
'27th Street ' (1) ·
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'SR-60 Osceola Blvd' (1) ·
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'SUMMIT BLVD ' (1) ·
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'Woolbright Road ' (1)
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'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
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'0.5 MI. W of Military Tr ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
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'3.4MI NORTH OF SR-714 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'Just North of SR-850 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1)
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9100 (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) ·
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)
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Showing below up to 32 results in range #1 to #32.