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)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'Clint Moore Road ' (1) ·
'COLLIER CREEK ' (1) ·
'E-2W CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1)
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'EB 706 To SB I-95 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'STAR ISLAND WAY ' (1)
885602 (1) ·
885605 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
930384 (1) ·
930388 (1) ·
930416 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
931000 (1) ·
931007 (1) ·
935100 (1) ·
935501 (1) ·
940027 (1) ·
940038 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'Tpk. SR 706 Interchange ' (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) ·
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) ·
Bridge not over waterway. (1)
Showing below up to 18 results in range #1 to #18.
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