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.
'Blue Cypress Marsh ' (1) ·
'C-52 Canal ' (1) ·
'George King Blvd ' (1) ·
'ICWW ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lake Worth Relief ' (1) ·
'Little Lake Worth ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Padgett Branch Marsh ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
George King Blvd (1)
700210 (1) ·
700211 (1) ·
880090 (1) ·
880091 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
880096 (1) ·
880097 (1) ·
880098 (1) ·
880099 (1) ·
890150 (1) ·
890158 (1) ·
890160 (1) ·
930545 (1) ·
930546 (1) ·
930547 (1) ·
940158 (1)
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'SR-A1A East of ICWW ' (1) ·
SR-A1A SB- George King (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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.