Drilldown: bridge data
From Indian River Lagoon Project
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17859 (1) ·
17864 (1) ·
17865 (1) ·
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19527 (1) ·
19542 (1) ·
19557 (1)
'Banana River ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'Canal C-51 ' (1) ·
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'Goat Creek ' (1) ·
'I-4 ' (1) ·
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'KELLER (E-4) CANAL ' (1) ·
'L-5 Canal ' (1) ·
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'Lateral B Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Moore's Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
Horse Creek (1)
'1st St SW ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'5th Street ' (1) ·
'Belvede to NB I-95' (1) ·
'CR-612 8th Street ' (1) ·
'CR-92 EB ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'Levee Road ' (1) ·
'Linton Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'N 13th Street ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'US-192 WB ' (1) ·
'Valkaria Road ' (1) ·
'WB SR 786 ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
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'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'At 58th Ave ' (1) ·
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'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'Just N. of Southern Blvd ' (1) ·
'North of Belvedere Rd ' (1) ·
'South Side of US-98 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'US-192 WB-Indian River ' (1) ·
US-1 over Horse Creek (1)
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81190878 (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)
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 not over waterway. (1)
Showing below up to 26 results in range #1 to #26.
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