Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'EB 706 To SB I-95 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Lantana to I 95 SB' (1) ·
'Levee Road ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SBSR807 to EBSR80 ' (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 ON RP 81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1)
930274 (1) ·
930384 (1) ·
930388 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930472 (1) ·
930473 (1) ·
930481 (1) ·
930484 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
930811 (1) ·
931007 (1) ·
931008 (1)
'0.25 MI N OF ATLANTIC AVE' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'Tpk. SR 706 Interchange ' (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)
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)
Showing below up to 17 results in range #1 to #17.
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