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.
13717 (1) ·
13722 (1) ·
13728 (1) ·
13729 (1) ·
13730 (1) ·
13731 (1) ·
13741 (1) ·
13765 (1) ·
13809 (1) ·
13810 (1) ·
13811 (1) ·
13812 (1) ·
15197 (1) ·
15198 (1) ·
15199 (1) ·
15205 (1) ·
15208 (1) ·
15221 (1) ·
15240 (1) ·
15260 (1) ·
15287 (1) ·
15606 (1) ·
15608 (1) ·
15686 (1) ·
19226 (1) ·
19227 (1) ·
19228 (1) ·
19242 (1) ·
19477 (1)
'Berrys Canal ' (1) ·
'Brando Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'CANAL-17 ' (1) ·
'Conners Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'Frazier Creek ' (1) ·
'Gabordy's Canal ' (1) ·
'IWW Indian River ' (1) ·
'KRUEGER CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'POPPELTON CREEK ' (1) ·
'POPPOLTON CREEK ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-91 N/S TPK ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'St.Lucie River ' (1) ·
'Turnbull Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'Yacht Club Cut ' (1)
'Barracuda Blvd. ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR714 PALM CITY RD' (1) ·
'E/B S.R. A1A ' (1) ·
'Fifth Street ' (1) ·
'LOCKS ROAD ' (1) ·
'Magnolia St. ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'Old Dixie Highway ' (1) ·
'Riverside Drive ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR-44 ' (1) ·
'SR-5 (US-1) ' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 On/Off Rmp106' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1) ·
'W/B S.R. A1A ' (1)
790117 (1) ·
790128 (1) ·
790149 (1) ·
790150 (1) ·
790151 (1) ·
790152 (1) ·
790172 (1) ·
794022 (1) ·
795700 (1) ·
795701 (1) ·
795713 (1) ·
795729 (1) ·
890002 (1) ·
890003 (1) ·
890004 (1) ·
890039 (1) ·
890048 (1) ·
890087 (1) ·
890120 (1) ·
890151 (1) ·
890152 (1) ·
890158 (1) ·
890160 (1) ·
894050 (1) ·
894062 (1) ·
930146 (1) ·
930159 (1) ·
930359 (1) ·
931011 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'1/2MI S of US-1 ' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'200ft. S of 10th Street ' (1) ·
'2MI E of SR-76 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'By Indian Grove Dr. ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-5 S of Roosevelt BR ' (1) ·
'SR-710 TPK Interchange ' (1)
26474455 (1) ·
26481194 (1) ·
26490300 (1) ·
26490899 (1) ·
27060944 (1) ·
27093370 (1) ·
27111696 (1) ·
27112188 (1) ·
27114950 (1) ·
27115100 (1) ·
27115581 (1) ·
27115681 (1) ·
27120317 (1) ·
27121243 (1) ·
27121800 (1) ·
27131030 (1) ·
27131050 (1) ·
29001688 (1) ·
29001730 (1) ·
29001931 (1) ·
29004760 (1) ·
29011550 (1) ·
29012564 (1) ·
29014148 (1) ·
29014444 (1) ·
29015737 (1) ·
29020655 (1) ·
29021928 (1) ·
29030413 (1)
80045519 (1) ·
80075078 (1) ·
80075297 (1) ·
80075399 (1) ·
80122748 (1) ·
80122859 (1) ·
80135670 (1) ·
80151037 (1) ·
80151390 (1) ·
80152514 (1) ·
80152526 (1) ·
80152627 (1) ·
80153156 (1) ·
80154065 (1) ·
80154440 (1) ·
80154590 (1) ·
80162515 (1) ·
80541414 (1) ·
80542264 (1) ·
80544173 (1) ·
80545000 (1) ·
80545204 (1) ·
80545465 (1) ·
80545924 (1) ·
80545970 (1) ·
80550332 (1) ·
80551845 (1) ·
80553031 (1) ·
80573537 (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 29 results in range #1 to #29.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)