Drilldown: bridge data
From Indian River Lagoon Project
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- 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 Gateway Blvd ' (1) ·
'FLAVOR PICT ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'NB I 95 to Gateway' (1) ·
'Old Boynton Road ' (1) ·
'SR 804 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SW 23 Ave Golf Rd ' (1) ·
'Woolbright Road ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
930289 (1) ·
930300 (1) ·
930301 (1) ·
930303 (1) ·
930304 (1) ·
930370 (1) ·
930433 (1) ·
930434 (1) ·
930435 (1) ·
931010 (1) ·
934468 (1) ·
934469 (1) ·
934913 (1) ·
934948 (1) ·
934951 (1) ·
934981 (1)
'0.4Mi. East of Congress A' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'I 95 Exit 56 ' (1) ·
'Just West of I 95 ' (1) ·
'Over I 95 1 mi S of SR804' (1) ·
'W of I 95 on Woolbright ' (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 16 results in range #1 to #16.
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