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.
'Alamana Canal ' (1) ·
'Drainage Canal ' (1) ·
'FECRR ' (1) ·
'I-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Little Haw Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M-2 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 & FECRR ' (1)
'OKEECHOBEE BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR-40 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-415 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'US-192 EB ' (1) ·
'US-441 SR-15 ' (1) ·
'WB SR-70 ' (1)
700002 (1) ·
700014 (1) ·
700018 (1) ·
700103 (1) ·
700108 (1) ·
790018 (1) ·
790019 (1) ·
790029 (1) ·
790034 (1) ·
790053 (1) ·
790920 (1) ·
890103 (1) ·
890141 (1) ·
890142 (1) ·
934240 (1) ·
934328 (1) ·
934482 (1) ·
940120 (1)
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1.5mi East of Indiantown' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-415 - Alamana Canal ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'US-441 and SR-76 ' (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 18 results in range #1 to #18.