Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-1 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-59 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'N RELIEF CANAL ' (1) ·
'Nova Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'US 92 ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'Big Tree Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR 613 (58TH AVE) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'I-4 Ramp B ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Quantum Blvd. ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-710 EB ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB SR-710 ' (1) ·
I-95 (1)
Number 008:
700229 (1) ·
705924 (1) ·
705925 (1) ·
790248 (1) ·
794154 (1) ·
884055 (1) ·
884100 (1) ·
884104 (1) ·
890161 (1) ·
894062 (1) ·
930362 (1) ·
930407 (1) ·
931013 (1) ·
934482 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
937367 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI N OF 49TH ST. ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26260295 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26410722 (1) ·
26434195 (1) ·
26503846 (1) ·
26522014 (1) ·
27004322 (1) ·
27093370 (1) ·
27271705 (1) ·
27271802 (1) ·
27391280 (1) ·
27400430 (1) ·
27413662 (1) ·
28004870 (1) ·
28010030 (1) ·
28314000 (1) ·
29083995 (1) ·
29095834 (1)
Longitude 017:
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80055723 (1) ·
80074716 (1) ·
80135529 (1) ·
80144324 (1) ·
80151390 (1) ·
80214953 (1) ·
80235637 (1) ·
80235639 (1) ·
80264603 (1) ·
80271724 (1) ·
80274510 (1) ·
80274650 (1) ·
80434410 (1) ·
80441510 (1) ·
80510650 (1) ·
81012484 (1) ·
81070580 (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:
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 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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 24 results in range #1 to #24.
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