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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19702 (1)
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'E-2W CANAL ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'I-95 Ramps & CSXRR ' (1) ·
'I-95 (SR-9) ' (1) ·
'I-95 Rmp A C D G & CSXRR' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR-44 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Tomoka River ' (1) ·
'US-92 ' (1)
'Belvede to NB I-95' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 to PBIA R ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PBIA Rp to NB I-95' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 70 ' (1)
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'.7mi. E of Congress Ave. ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
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'6.2 MILES SOUTH OF SR-802' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
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'I-95 NB over US-92 ' (1) ·
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'North of Belvedere Rd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-92 WB-Tomoka River ' (1)
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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)
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Showing below up to 30 results in range #1 to #30.