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-51 Canal ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-404 ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'St. Johns River ' (1) ·
'Tillman Canal ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
'BELVEDERE ROAD ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Dixie Highway ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-50 EB ' (1) ·
'SR-50 WB ' (1) ·
'SR-507 NB ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR706 to SB I95' (1) ·
SR-507 SB (1)
700013 (1) ·
700075 (1) ·
700107 (1) ·
700141 (1) ·
700185 (1) ·
700190 (1) ·
790042 (1) ·
790058 (1) ·
790059 (1) ·
790084 (1) ·
790100 (1) ·
930384 (1) ·
930390 (1) ·
930428 (1) ·
930446 (1) ·
930472 (1) ·
934282 (1) ·
940055 (1) ·
940108 (1) ·
940109 (1)
'0.5 MILE WEST OF JOG RD ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'Just west of I-95 ' (1) ·
'Old Dixie Hwy over I-95 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SR-50 EB -St Johns River ' (1) ·
'SR-50 WB -St Johns River ' (1) ·
'SR-507 NB - Tillman Canal' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
SR-507 SB-Tillman Canal (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 20 results in range #1 to #20.