Drilldown: bridge data
From Indian River Lagoon Project
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'C-3 Canal ' (1) ·
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'NB SR 807 ' (1) ·
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'PALMWOOD ROAD ' (1) ·
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'SR 91 TPK SB 153.2' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR-A1A NB ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-27 (SR-25) NB ' (1) ·
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Overpass Ramp (1) ·
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'0.05 MI W of NW 4TH AVE ' (1) ·
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'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
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'1Mi E of CR809/Military T' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'5 mi. N Broward Co. line ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT SR-80 ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
0.7 Mile N of SR-528 (1) ·
SR-507 SB-Tillman Canal (1) ·
SR-A1A SB- George King (1)
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978 (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 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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (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 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 33 results in range #1 to #33.