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.
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Halifax River IWW ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'Reed Canal ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'WPB Canal (C-51) ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PINE RIDGE WAY ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR-40 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1)
790132 (1) ·
796500 (1) ·
890135 (1) ·
894051 (1) ·
930401 (1) ·
930446 (1) ·
934137 (1) ·
934146 (1) ·
934147 (1) ·
934148 (1) ·
934149 (1) ·
934282 (1) ·
934357 (1) ·
934951 (1) ·
934964 (1) ·
934965 (1) ·
937710 (1) ·
937711 (1) ·
937712 (1) ·
937714 (1) ·
944013 (1)
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Just west of I-95 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
26220386 (1) ·
26281579 (1) ·
26281595 (1) ·
26322077 (1) ·
26364799 (1) ·
26391800 (1) ·
26413216 (1) ·
26433224 (1) ·
26440062 (1) ·
26440066 (1) ·
26445867 (1) ·
26483417 (1) ·
26483495 (1) ·
26512989 (1) ·
26562633 (1) ·
26562955 (1) ·
27062187 (1) ·
27102072 (1) ·
27173773 (1) ·
29092052 (1) ·
29171420 (1)
80041600 (1) ·
80041852 (1) ·
80045351 (1) ·
80051796 (1) ·
80052862 (1) ·
80053153 (1) ·
80053241 (1) ·
80060815 (1) ·
80070561 (1) ·
80071243 (1) ·
80075060 (1) ·
80075215 (1) ·
80075217 (1) ·
80084971 (1) ·
80092158 (1) ·
80121129 (1) ·
80161373 (1) ·
80161911 (1) ·
80205857 (1) ·
81005885 (1) ·
81030614 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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 21 results in range #1 to #21.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)