Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'CANAL ' (1) ·
'Daytona Canal ' (1) ·
'Drainage Canal ' (1) ·
'EARMAN RIVER CANAL C-17 ' (1) ·
'L-30 CANAL ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Reed Canal ' (1) ·
'RELIEF CANAL ' (1) ·
'Turnbull Creek ' (1) ·
'WEST PALM BEACH CANAL ' (1)
'Ballough Street ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-708 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'DAVIS ROAD ' (1) ·
'HOLLY DRIVE ' (1) ·
'IBIS WAY ' (1) ·
'ISLAND DRIVE ' (1) ·
'Lantern Park Drive' (1) ·
'MAC ARTHUR BLVD ' (1) ·
'MERCER AVE ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NORTH 2ND STREET ' (1) ·
'Oak Lea Drive ' (1) ·
'US-1 NB ' (1)
790086 (1) ·
795000 (1) ·
796548 (1) ·
796549 (1) ·
880062 (1) ·
894064 (1) ·
934332 (1) ·
934936 (1) ·
935506 (1) ·
936801 (1) ·
937000 (1) ·
937002 (1) ·
937202 (1) ·
937708 (1) ·
945000 (1)
'.3 mi South of Mason Ave ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1 MI S of LIGHTHOUSE DR' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'10ft. S/O Reed Canal Rd ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'CR-4078 & Lantern Park Dr' (1) ·
'US-1 NB - Turnbull Creek ' (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) ·
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)
Showing below up to 15 results in range #1 to #15.