Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1)
'CENTRAL BLVD ' (1) ·
'CR708 125.4 ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1)
890115 (1) ·
890116 (1) ·
890117 (1) ·
890118 (1) ·
890119 (1) ·
890130 (1) ·
890131 (1) ·
930354 (1) ·
930355 (1) ·
930359 (1) ·
930360 (1) ·
930388 (1) ·
930392 (1) ·
934213 (1) ·
934907 (1) ·
934909 (1) ·
934915 (1) ·
934916 (1) ·
936500 (1)
'0.1 MILE WEST OF I-95 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 miles North of SR-706' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (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)
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 19 results in range #1 to #19.
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