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.
'BRANCH OF ICWW ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Eau Gallie River ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'I-4 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1)
'13th Street SW ' (1) ·
'Apollo Boulevard ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'I-4 EB Ramp A ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SW 18TH ST ' (1) ·
'US-1 (SR-5) SB ' (1)
705604 (1) ·
790208 (1) ·
880103 (1) ·
880104 (1) ·
880105 (1) ·
884105 (1) ·
930322 (1) ·
934125 (1) ·
934135 (1) ·
934487 (1) ·
935218 (1) ·
940035 (1) ·
940111 (1) ·
940112 (1)
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1MI W of US-1 ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'I-95 over Midway 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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 14 results in range #1 to #14.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)