Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12137 (1) ·
12152 (1) ·
12153 (1) ·
12154 (1) ·
12155 (1) ·
12190 (1) ·
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18741 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Relief East' (1) ·
'Banana River Relief West' (1) ·
'Canal ' (1) ·
'CSX Railroad ' (1) ·
'Five Mile Creek ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'IWW Halifax River ' (1) ·
'Kellers Canal ' (1) ·
'Little Haw Creek ' (1) ·
'M CANAL ' (1) ·
'SR-513 ' (1) ·
'SR-524 ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'HAVERHILL ROAD ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Okeechobee Rd. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SR-15 Main St. ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR802 (Lake Worth)' (1) ·
'US-1 ' (1) ·
'US-92 ' (1)
Number 008:
700054 (1) ·
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790201 (1) ·
930073 (1) ·
930265 (1) ·
930338 (1) ·
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930443 (1) ·
934256 (1) ·
937709 (1) ·
940028 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.3mi. South of Linton ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'At East Canal St. ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-404 EB - Banana River ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 EB-Banana Riv Rel ' (1) ·
'SR-404 EB-Banana River ' (1) ·
'SR-404 WB - Banana River ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-404 WB-Banana River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26251431 (1) ·
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Longitude 017:
80032393 (1) ·
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81012071 (1) ·
81043203 (1) ·
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81044346 (1) ·
81051410 (1) ·
81160650 (1)
Owner 022:
Built 027:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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) ·
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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) ·
Countermeasures have been installed to mitigate an existing problem with scour and to reduce the risk of bridge failure during a flood event. Instructions contained in a plan of action have been implemented to reduce the risk to users from a bridge failure during or immediately after a flood event. (1)
Future 114: (Click arrow to add another value)
Clearance 116:
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