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.
'C-18 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'St Johns River ' (1) ·
'St. Johns River ' (1) ·
'St. Sebastian River ' (1) ·
'US-92 ' (1)
'EB 706 To SB I-95 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'Sebastian Blvd EB ' (1) ·
'Sebastian Blvd WB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'WB SR706 to SB I95' (1)
700200 (1) ·
700217 (1) ·
790042 (1) ·
790071 (1) ·
790100 (1) ·
884078 (1) ·
884079 (1) ·
930384 (1) ·
930386 (1) ·
930387 (1) ·
930390 (1) ·
940076 (1) ·
940111 (1) ·
940112 (1) ·
940951 (1)
'0.3 mile South of SR 706 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB over US-92 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB -St Johns River' (1) ·
'Tpk. SR 706 Interchange ' (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 15 results in range #1 to #15.