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.
'CLEAR LAKE ' (1) ·
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'Little Haw Creek ' (1) ·
'Middle Haw Creek ' (1) ·
'Padgett Creek ' (1) ·
'St Johns River ' (1) ·
'Tomoka River ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-40 ' (1) ·
'SR-40 EB ' (1) ·
'SR-40 WB ' (1) ·
'SR-528 ' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US98&441 SR700&15' (1)
700150 (1) ·
790018 (1) ·
790019 (1) ·
790027 (1) ·
790099 (1) ·
790163 (1) ·
790941 (1) ·
890130 (1) ·
890131 (1) ·
930091 (1) ·
930215 (1) ·
930333 (1) ·
930412 (1) ·
930455 (1) ·
934277 (1) ·
937707 (1)
'0.5MI S OF P.B. LAKES BLV' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 - Middle Haw Creek ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (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)
11972 (1) ·
171592 (1) ·
18218 (1) ·
26459 (1) ·
352347 (1) ·
36956 (1) ·
39037 (1) ·
5552 (1) ·
69834 (1) ·
95425 (1)
Showing below up to 16 results in range #1 to #16.