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) ·
'Australian Avenue ' (1) ·
'C-51 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'Rockledge Creek ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'Taylor Creek(C-25 Canal)' (1)
'Benoist Farms Rd ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'MILITARY TR. NB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Service Road ' (1) ·
'Spanish River Blvd' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SW 18th Street ' (1) ·
'Tucker Lane ' (1) ·
'WB Lake Worth Rd. ' (1)
704094 (1) ·
890126 (1) ·
930197 (1) ·
930328 (1) ·
930329 (1) ·
930479 (1) ·
930552 (1) ·
934517 (1) ·
934711 (1) ·
934935 (1) ·
940009 (1) ·
940086 (1) ·
940087 (1) ·
940092 (1) ·
940093 (1) ·
940162 (1)
'.25mi W OF I-95 ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Spanish R & I95 Csxrr Can' (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)
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 16 results in range #1 to #16.