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.
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-106 ' (1) ·
'E-2-E Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Range Line Canal ' (1) ·
'TEN MILE CREEK ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'16th Street ' (1) ·
'21ST ST SW ' (1) ·
'49th St Lindsey Rd' (1) ·
'61ST./PECAN GROVE ' (1) ·
'97 TH STREET ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'COLUMBUS DR. ' (1) ·
'GORDY ROAD ' (1) ·
'HIGHLAND GOLF CRSE' (1) ·
'ISLAND DRIVE ' (1) ·
'Lake Worth Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'Pinehurst Ave N ' (1) ·
'SW 22ND WAY ' (1) ·
'VANDEGRIFT-WILL RD' (1)
704045 (1) ·
884003 (1) ·
884038 (1) ·
884047 (1) ·
884063 (1) ·
884064 (1) ·
884081 (1) ·
884103 (1) ·
930438 (1) ·
930456 (1) ·
934506 (1) ·
934516 (1) ·
935306 (1) ·
935506 (1) ·
935508 (1) ·
944010 (1) ·
945267 (1)
'.2MI E OF HOMEWOOD ROAD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'AT 141st ST ' (1) ·
'At 74th Avenue ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'Lake Worth Rd at FL Trnpk' (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) ·
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)
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 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 17 results in range #1 to #17.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)