Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Service On 042a:
Highway - Pedestrian
& Superstructure 059 :
Excellent or
Satisfactory
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'Barge Canal ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'BULLDOG CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'City St. & Crane Creek ' (1) ·
'Conners Canal ' (1) ·
'Drainage Ditch ' (1) ·
'FEC Railroad ' (1) ·
'GARDEN CANAL ' (1) ·
'Halifax Canal ' (1) ·
'Halifax River ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
'Indian River ' (1) ·
'Indian River Relief ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Misner Branch ' (1) ·
'Nav. Banana River Canal ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Tide Relief Canal ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'WPB CANAL C-51 ' (1)
'13th Street SW ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'Center Avenue ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'DUDA ROAD ' (1) ·
'E. CAMINO REAL ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'Enterprise Rd. ' (1) ·
'G BUSH BLVD(NE8TH)' (1) ·
'Girard Blvd. ' (1) ·
'LINTON BLVD. ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NORTH SHORE DRIVE ' (1) ·
'Old Dixie Hwy. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SR A1A ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-3 ' (1) ·
'SR-44 ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-518 ' (1) ·
'SR-A1A ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'St. Johns Heritage' (1) ·
'SUMMIT BLVD ' (1) ·
'US-1 ' (1) ·
'US-92 WB ' (1) ·
'WB Spanish River ' (1) ·
'Willowood Drive ' (1)
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'.21 E of Minton Rd. ' (1) ·
'0.1 mi W of Banana Rvr Dr' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2Mi S of 45TH ST(CR702)' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1MI W of US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'500FT WEST OF I-95 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'At CR-613 (58th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'At Intersection w LPGA BL' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Turkey Creek ' (1) ·
'US-92 WB-Tomoka River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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9700 (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)
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)
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