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.
880040 (1) ·
880049 (1) ·
890014 (1) ·
890015 (1) ·
890138 (1) ·
890145 (1) ·
890146 (1) ·
894029 (1) ·
894053 (1) ·
894057 (1) ·
894058 (1)
'.5mi E. of Indian R Dr. ' (1) ·
'.75mi E. of Indian R Dr. ' (1) ·
'0.8MI E OF 58TH AVE. ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'25FT. EAST OF 66TH AVE. ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'W. of Jensen Bch. Cswy. ' (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
Showing below up to 11 results in range #1 to #11.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)