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)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'Bulow Creek ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CYPRESS CREEK ' (1) ·
'Deep Ck. Diversion Cnl ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'Halifax River ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'Sebastian Canal East ' (1) ·
'Sebastian Canal West ' (1) ·
'TEN MILE CREEK ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
'27th Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-880 ' (1) ·
'DIXIE HIGHWAY ' (1) ·
'GORDY ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'ISLAND WAY ' (1) ·
'Maytown Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'MILITARY TRAIL ' (1) ·
'Orange Avenue ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'Walter Boardman Ln' (1) ·
'Wilden Road ' (1)
704085 (1) ·
704086 (1) ·
794120 (1) ·
794126 (1) ·
794139 (1) ·
794141 (1) ·
884077 (1) ·
884104 (1) ·
890113 (1) ·
894040 (1) ·
894044 (1) ·
930351 (1) ·
934136 (1) ·
934318 (1) ·
934934 (1) ·
934935 (1) ·
944010 (1) ·
944012 (1)
'.15 mi W of Fleming Grant' (1) ·
'0.1 mi W of Fleming Grant' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 mi E of Old Dixie Hwy' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'3.5 miles East of SR-415 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.8 miles East of SR-415 ' (1) ·
'At CR-615 (66th Avenue) ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
Showing below up to 18 results in range #1 to #18.
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