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.
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-472 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SW 18th STREET EB ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB N. Lake Blvd. ' (1) ·
'WB SR-70 ' (1)
700002 (1) ·
700014 (1) ·
700029 (1) ·
700103 (1) ·
700108 (1) ·
700116 (1) ·
700200 (1) ·
790022 (1) ·
790053 (1) ·
790107 (1) ·
790124 (1) ·
794121 (1) ·
794186 (1) ·
930195 (1) ·
934275 (1) ·
934276 (1) ·
934900 (1) ·
937710 (1) ·
940120 (1)
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'1mi. West of US-1 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-415 - St. Johns River ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-520 WB -St Johns River' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (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)
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 19 results in range #1 to #19.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)