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.
'Berrys Canal ' (1) ·
'C-15 Canal ' (1) ·
'Canal ' (1) ·
'Conners Canal ' (1) ·
'CSX Railroad ' (1) ·
'E-2-E Canal ' (1) ·
'Eau-Gallie River ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-5 Canal ' (1) ·
'Long Creek ' (1) ·
'MAIN CANAL ' (1) ·
'Misner Creek ' (1) ·
'N Fork St. Lucie River ' (1) ·
'Nova Canal ' (1) ·
'Raulerson Canal ' (1) ·
Banana River Relief (1) ·
Indian River Relief East (1)
'10th Street ' (1) ·
'8th Street ' (1) ·
'EB SR60 ' (1) ·
'Lake Worth Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Peninsula Corp Dr ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB US-27 SR-25 ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-518 ' (1) ·
'SR-5A ' (1) ·
'SR-60 WB ' (1) ·
'SR-700 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
SR-520 (1)
700191 (1) ·
700192 (1) ·
700196 (1) ·
790149 (1) ·
790150 (1) ·
790166 (1) ·
790167 (1) ·
790168 (1) ·
790169 (1) ·
790179 (1) ·
790180 (1) ·
790182 (1) ·
884057 (1) ·
884059 (1) ·
930352 (1) ·
930442 (1) ·
930443 (1) ·
930444 (1) ·
930445 (1) ·
930451 (1) ·
930456 (1) ·
940143 (1) ·
940144 (1) ·
940145 (1)
'.5mi So. of St Lucie Blvd' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'3Mi. S of CR-717 ' (1) ·
'8th St West of SR-5A ' (1) ·
'Lake Worth Rd at FL Trnpk' (1) ·
'Palm Beach - Broward Line' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-40 west of SR-5A ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1) ·
SR-520 - Banana River (1) ·
SR-520 - Indian River Relief (1)
26200870 (1) ·
26251431 (1) ·
26251444 (1) ·
26252840 (1) ·
26370347 (1) ·
26470182 (1) ·
27161886 (1) ·
27161895 (1) ·
27283673 (1) ·
27385855 (1) ·
27385856 (1) ·
28074371 (1) ·
28212382 (1) ·
28212829 (1) ·
28543983 (1) ·
28544052 (1) ·
29014148 (1) ·
29015737 (1) ·
29132818 (1) ·
29135704 (1) ·
29140326 (1) ·
29140999 (1) ·
29164002 (1)
80052320 (1) ·
80052546 (1) ·
80052570 (1) ·
80052717 (1) ·
80102258 (1) ·
80191739 (1) ·
80192691 (1) ·
80225809 (1) ·
80225872 (1) ·
80235569 (1) ·
80313151 (1) ·
80321939 (1) ·
80365438 (1) ·
80390094 (1) ·
80423456 (1) ·
80545970 (1) ·
80551845 (1) ·
81025860 (1) ·
81031490 (1) ·
81031750 (1) ·
81031853 (1) ·
81051670 (1) ·
81161842 (1) ·
81161879 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 24 results in range #1 to #24.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)