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.
'CR611B(SELVITZ RD)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'EB SR 70 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'GORDY ROAD ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'I 95 SR 9 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'WB SR-70 ' (1)
930530 (1) ·
936500 (1) ·
940015 (1) ·
940027 (1) ·
940030 (1) ·
940038 (1) ·
940072 (1) ·
940120 (1) ·
940122 (1) ·
940123 (1) ·
940156 (1) ·
944010 (1) ·
944016 (1)
'.5 miles South of SR-70 ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 13 results in range #1 to #13.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)