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.
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'8th Street N ' (1) ·
'Dundas Court ' (1) ·
'Hypoluxo Rd ' (1) ·
'KELLER ROAD ' (1) ·
'N 13th Street ' (1) ·
'North 14th Street ' (1) ·
'NORTH 2ND STREET ' (1) ·
'North 9th Street ' (1) ·
'PICOS RD 154.90 ' (1) ·
'PIPER'S GLEN ROAD ' (1)
930260 (1) ·
930263 (1) ·
934302 (1) ·
934307 (1) ·
934367 (1) ·
934940 (1) ·
936350 (1) ·
940055 (1) ·
945000 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1)
'0.1 Miles S. of Ave. D ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (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)
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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)
Showing below up to 14 results in range #1 to #14.