Drilldown: bridge data
From Indian River Lagoon Project
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'Banana River Drive ' (1) ·
'CLEAR LAKE ' (1) ·
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'Dirksen Dr ' (1) ·
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'OUTFALL CANAL ' (1) ·
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'SR 804 BOYNTON BCH BLVD ' (1) ·
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'St Johns River ' (1) ·
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'AUSTRALIAN AVE NB ' (1) ·
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'SR 91 TPK SB 153.2' (1) ·
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'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
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'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB over FECRR ' (1) ·
'I-95 SB over FECRR ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB - SR-401 ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-528 WB over Pine St. ' (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 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)
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)
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71569 (1) ·
95425 (1)
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