Drilldown: bridge data
From Indian River Lagoon Project
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- 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) ·
'C-15 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1)
'10TH AVE NORTH ' (1) ·
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'COLUMBUS DR. ' (1) ·
'CONGRESS AVE SB ' (1) ·
'COUNTY LINE RD ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JOG ROAD ' (1) ·
'KESTOR DR ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'OLD DIXIE HWY ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'UNDALLO RD ' (1)
890079 (1) ·
890127 (1) ·
894021 (1) ·
930241 (1) ·
934205 (1) ·
934206 (1) ·
934273 (1) ·
934331 (1) ·
934348 (1) ·
934516 (1) ·
934911 (1) ·
940020 (1) ·
945256 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1)
'.25 mi East of I-95 ' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'AT SOUTHERN BLVD. ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
Showing below up to 17 results in range #1 to #17.
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