Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'BESSEY CREEK ' (1) ·
'C-17 Canal ' (1) ·
'C-24 CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'Donald Ross Road ' (1) ·
'FECRR ' (1) ·
'Halifax River ' (1) ·
'Lake Worth Lagoon ' (1) ·
'LEVEE NO. 8 ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
Wickham Road (1)
'EB Blue Heron Blvd' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Orange Avenue ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR A1A ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
'WB Blue Heron Blvd' (1) ·
I-95 (1)
700059 (1) ·
700134 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
794120 (1) ·
890085 (1) ·
890117 (1) ·
890118 (1) ·
930382 (1) ·
930383 (1) ·
930408 (1) ·
930450 (1) ·
930467 (1) ·
930468 (1) ·
930547 (1) ·
940018 (1) ·
940026 (1)
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-95 / Donald Ross Rd ' (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) ·
'PUMP STA. AT 20 MI. BEND ' (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) ·
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 18 results in range #1 to #18.
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