Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Reed Canal ' (1) ·
'Samsula Canal ' (1) ·
'SR-76 & St. Lucie Canal ' (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Hunting Camp Road ' (1) ·
'MURPHY RD ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-518 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'US-441 SR-15 ' (1) ·
'WB SR - 714 ' (1)
Number 008:
700183 (1) ·
705918 (1) ·
794185 (1) ·
796500 (1) ·
884055 (1) ·
890103 (1) ·
890112 (1) ·
890135 (1) ·
930401 (1) ·
934482 (1) ·
934489 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935307 (1) ·
935308 (1) ·
937361 (1) ·
937363 (1) ·
937714 (1) ·
945269 (1)
Location 009:
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.2MI. W of NW STJAMES DR' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.3 miles South of SR-44 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26220386 (1) ·
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26324784 (1) ·
26324847 (1) ·
26331348 (1) ·
26433224 (1) ·
26435320 (1) ·
26435409 (1) ·
26590720 (1) ·
27102072 (1) ·
27112563 (1) ·
27214154 (1) ·
27413662 (1) ·
28003971 (1) ·
28081497 (1) ·
28592979 (1) ·
29092052 (1)
Longitude 017:
80050886 (1) ·
80050888 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80055723 (1) ·
80060815 (1) ·
80121129 (1) ·
80121898 (1) ·
80133989 (1) ·
80134000 (1) ·
80161373 (1) ·
80175123 (1) ·
80213507 (1) ·
80264603 (1) ·
80360766 (1) ·
80370127 (1) ·
80401747 (1) ·
81005885 (1) ·
81022736 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
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)
Future 114:
Clearance 116:
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