Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'Boynton Canal C16 ' (1) ·
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'SR 811 & FEC RR ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Turkey Creek ' (1) ·
'Warner Creek ' (1) ·
Banana River Relief (1) ·
Indian River Relief East (1) ·
Sebastian River (1)
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Port St. John Pkwy' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR A1A ' (1) ·
'SR-405 ' (1) ·
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'SR-732 Jenson Blvd' (1) ·
'SR-A1A ' (1) ·
'US-1 ' (1) ·
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'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 Mi S of SR-50 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1st overpass east of I-95' (1) ·
'2.3 MI N of SR-46 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-520 - Banana River (1) ·
SR-520 - Indian River Relief (1) ·
US-1 over Sebastian River (1)
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81171026 (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)
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) ·
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 not over waterway. (1)
Showing below up to 28 results in range #1 to #28.