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) ·
'Cypress Creek ' (1) ·
'Deer Wildlife Crossing ' (1) ·
'Fellsmere Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lateral D Canal ' (1) ·
'Little Lake Worth ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. WB ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 91 TPK ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
Fellsmere Canal (1)
'Central Blvd ' (1) ·
'CR 76A ' (1) ·
'CR-609 (82nd Ave.)' (1) ·
'DNLD RS RD E 112.2' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'Loxahatchee Slough' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'Northlake Blvd. EB' (1) ·
'SR 400 WB ' (1) ·
'SR A1A ' (1) ·
'SR-400 ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'WB 706 To SB I-95 ' (1) ·
I-95 SB (1)
700231 (1) ·
700232 (1) ·
790205 (1) ·
790207 (1) ·
884098 (1) ·
890114 (1) ·
890116 (1) ·
930375 (1) ·
930376 (1) ·
930378 (1) ·
930379 (1) ·
930388 (1) ·
930419 (1) ·
930546 (1) ·
931012 (1) ·
934167 (1) ·
934168 (1)
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.45 Mi W of Bee Line Hwy' (1) ·
'1.7 miles North of SR 706' (1) ·
'1.9 Mi South of SR-60 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'CR 76A over I-95 ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Over Fellsmere Canal ' (1) ·
'SR 400 WB over Deer Wildl' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
Over Fellsmere Canal (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 17 results in range #1 to #17.