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.
'CSX-RR ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 Canal ' (1) ·
'Murray Creek ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'WPB Canal (C-51) ' (1)
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790176 (1) ·
790181 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
890158 (1) ·
890160 (1) ·
930370 (1) ·
930446 (1) ·
930463 (1) ·
930464 (1) ·
930469 (1)
'1 Mile S of Boynton Inlet' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'Just west of I-95 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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 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 16 results in range #1 to #16.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)