Drilldown: bridge data
From Indian River Lagoon Project
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'C-51 CANAL ' (1) ·
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'E-2-W canal ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'I 95 and SR 704 ' (1) ·
'I 95 SR 9 ' (1) ·
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'Jog Rd. & Turn Arounds ' (1) ·
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'Mercer Ave./CSX RR/Canal' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 809 (Military Trail) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
SR-401 (1)
'Australian Ave. ' (1) ·
'Babcock St(CR-507)' (1) ·
'Belvede to NB I-95' (1) ·
'Boynton Bch Blvd ' (1) ·
'Clint Moore Road ' (1) ·
'Congress Avenue ' (1) ·
'CR-4139 ' (1) ·
'CR-880 ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'I 95 SR 9 NB ' (1) ·
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'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'Pinehurst Ave N ' (1) ·
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'SR 80-Southern Bvd' (1) ·
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'SR-A1A ' (1) ·
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'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'WB SR704 to SB I95' (1) ·
Overpass Ramp (1)
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'0.1MI W of US-98 / SR-441' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1 mile N of SR 794 Yamato' (1) ·
'2 miles west of Turnpike ' (1) ·
'Babcock Street over I-95 ' (1) ·
'Between SR704 and 12th St' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
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'E Jog Rd. & W SR 80 ' (1) ·
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'North of Belvedere Rd ' (1) ·
'North of P. Beach Airport' (1) ·
'NW quad SR811/786 intchge' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 WB - Indian River ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'SR-A1A over Halifax River' (1) ·
'SW quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-192 EB - Indian River ' (1) ·
'US-192 WB-Indian River ' (1) ·
0.7 Mile N of SR-528 (1)
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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)
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 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)
10063 (1) ·
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