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.
'C-104 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FIVE MILE CREEK ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'TEN MILE CREEK ' (1)
'CR611B(EDWARDS RD)' (1) ·
'DUNN ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'RANGE LINERD CR609' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SHINN ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18th STREET EB ' (1) ·
'W/B Atlantic Ave ' (1)
884058 (1) ·
884060 (1) ·
930015 (1) ·
930437 (1) ·
930440 (1) ·
930450 (1) ·
930546 (1) ·
934900 (1) ·
940018 (1) ·
940026 (1) ·
940027 (1) ·
940067 (1) ·
940070 (1) ·
945252 (1) ·
945253 (1) ·
945261 (1) ·
945270 (1) ·
945271 (1)
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'3MI S of SR-70 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'E Congress Ave. & W I-95 ' (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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 18 results in range #1 to #18.