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.
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HOWARD CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
'45th Street CR-702' (1) ·
'CR-714 Indian St. ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US 1 ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WB Forest Hill Bld' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
894062 (1) ·
930497 (1) ·
930514 (1) ·
931004 (1) ·
934166 (1) ·
934367 (1) ·
934925 (1) ·
934926 (1) ·
934945 (1) ·
934946 (1) ·
940001 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1)
'.3 m N of Martin Co. line' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'4.3 MI NORTH OF SR-802 ' (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) ·
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 (including piles) on dry land well above flood water elevations. (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.