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.
'E-3 CANAL ' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'L-38 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral D Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'Spruce Creek ' (1) ·
'SR-68 ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Ten Mile Creek ' (1)
'16th St/College Ln' (1) ·
'Becker Rd. ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'I-95 NB ' (1) ·
'JOG RD NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD NB ' (1) ·
'JOG ROAD SB ' (1) ·
'LYONS ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
790227 (1) ·
884084 (1) ·
884098 (1) ·
934272 (1) ·
934345 (1) ·
934346 (1) ·
934468 (1) ·
934469 (1) ·
934925 (1) ·
934926 (1) ·
934938 (1) ·
934939 (1) ·
934948 (1) ·
934952 (1) ·
934956 (1) ·
940097 (1) ·
941001 (1) ·
944016 (1)
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI S OF LINTON BLVD ' (1) ·
'I-95 NB over Spruce Creek' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'Just North of SR70 on I95' (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 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 not over waterway. (1)
Showing below up to 18 results in range #1 to #18.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)