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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Use the filters below to narrow your results.
'Australian Avenue ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-24 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'Clint Moore Road ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'FECRR ' (1) ·
'L-5 Canal ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
Wickham Road (1)
'BIG BLUE TRACE ' (1) ·
'GLADES CUTOFF ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
'US1(SR5) ' (1) ·
I-95 (1)
700059 (1) ·
700134 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
890117 (1) ·
890118 (1) ·
930001 (1) ·
930450 (1) ·
930479 (1) ·
930802 (1) ·
931000 (1) ·
934212 (1) ·
940018 (1) ·
940026 (1) ·
940069 (1)
'0.6 Mile West of US-27 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3MI S of SR-70 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1)
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 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 16 results in range #1 to #16.
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