Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- timeline (19)
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Use the filters below to narrow your results.
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL ' (1) ·
'Creek ' (1) ·
'Drainage Ditch ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'Lateral A Canal ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'TEN MILE CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'US 92 ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
Addison Canal (1)
'33rd Street ' (1) ·
'Atlantic Avenue ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-717 ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'I-4 Ramp B ' (1) ·
'IBIS WAY ' (1) ·
'MERCER AVE ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Range Rd ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-40 ' (1) ·
'SR-710 EB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SW 22ND WAY ' (1) ·
'Trailwood Drive ' (1) ·
I-95 (1)
700229 (1) ·
704194 (1) ·
705924 (1) ·
705925 (1) ·
790048 (1) ·
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937708 (1) ·
940030 (1) ·
940162 (1) ·
940163 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'200ft. W of A1A ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.2 MI W Of Barberville ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'Palm Beach Garden Interch' (1) ·
I-95 over Addison Canal (1)
26235789 (1) ·
26274181 (1) ·
26302557 (1) ·
26350300 (1) ·
26382089 (1) ·
26412955 (1) ·
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80022643 (1) ·
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80035127 (1) ·
80040020 (1) ·
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80044341 (1) ·
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80105691 (1) ·
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80274650 (1) ·
80424695 (1) ·
80434410 (1) ·
80441510 (1) ·
80461784 (1) ·
80510650 (1) ·
80591575 (1) ·
81070580 (1) ·
81261295 (1) ·
81280837 (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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
Showing below up to 25 results in range #1 to #25.