Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12230 (1) ·
12231 (1) ·
12284 (1) ·
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13723 (1) ·
13801 (1) ·
13816 (1) ·
15253 (1) ·
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County 003:
Place 004:
Direction 005e:
Features 006a:
'C-104 CANAL ' (1) ·
'C-37 Canal ' (1) ·
'CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'Indian River Relief ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Nova Canal ' (1) ·
'Reed Canal ' (1) ·
'RIO MAR BAY ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Indian River ICW (1)
Critical 006b:
Facility 007:
'Americana Blvd. ' (1) ·
'ARMONE PLACE ' (1) ·
'Big Tree Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DUNN ROAD ' (1) ·
'Eldron Blvd. ' (1) ·
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'GATEWAY BLVD (WB) ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PEACHTREE BLVD. ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Quantum Blvd. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SELVITZ ROAD ' (1) ·
'SR-40 ' (1) ·
'SR-518 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'VETERANS WALK ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1) ·
SR-518 (1)
Number 008:
700183 (1) ·
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Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'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) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'100 ft E of Minton Road ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'AT SR-7 US-441 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
SR-518 over Indian River (1)
Latitude 016:
26220386 (1) ·
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29171420 (1)
Longitude 017:
80050886 (1) ·
80050888 (1) ·
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80393940 (1) ·
80401747 (1) ·
81005885 (1) ·
81012484 (1) ·
81030614 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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