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.
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'20TH AVENUE ' (1) ·
'27TH STREET ' (1) ·
'5th Street ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-612 8th Street ' (1) ·
'EB SR60 ' (1) ·
'Emerson Ave 27th A' (1) ·
'NW 27TH AVE. ' (1) ·
'SR-60 ' (1) ·
'SR-60 Osceola Blvd' (1) ·
'SR-60 WB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 (SR-5) ' (1) ·
'VETERANS WALK ' (1)
880030 (1) ·
880085 (1) ·
880087 (1) ·
880088 (1) ·
884054 (1) ·
884057 (1) ·
884059 (1) ·
884062 (1) ·
884066 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
884075 (1) ·
884077 (1) ·
885808 (1) ·
885809 (1) ·
885810 (1) ·
940076 (1) ·
940951 (1)
'0.2 MILE WEST OF US-1 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.25Mi. W of US-1 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.8MI S OF SR-60 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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 19 results in range #1 to #19.