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.
'Cougar Wildlife Crossing' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Header Canal ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'North Relief Canal ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
'56th Place North ' (1) ·
'CR-630 (41st St.) ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'WB SR 70 ' (1) ·
'WB SR 786 ' (1)
790201 (1) ·
790202 (1) ·
790205 (1) ·
790207 (1) ·
884082 (1) ·
884104 (1) ·
930492 (1) ·
931013 (1) ·
934271 (1) ·
934272 (1) ·
940114 (1) ·
940119 (1) ·
940122 (1) ·
940123 (1) ·
940135 (1)
'.5 miles South of SR-70 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'56th Place North ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR 400 WB over Deer Wildl' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 15 results in range #1 to #15.