Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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-17 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FL. TURNPIKE ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-95 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'SALERNO CREEK ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Palm Bay Library ' (1) ·
'PINE LAKE ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SUMMIT BLVD ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
704143 (1) ·
704256 (1) ·
880063 (1) ·
884019 (1) ·
884062 (1) ·
894001 (1) ·
894040 (1) ·
894041 (1) ·
934116 (1) ·
934228 (1) ·
934256 (1) ·
934506 (1) ·
934922 (1) ·
934923 (1) ·
934928 (1) ·
934945 (1) ·
934946 (1) ·
940067 (1)
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'Minton Road-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 (including piles) on dry land well above flood water elevations. (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.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)