Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (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) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'I-4 Ramp B ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'Range Rd ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-710 EB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SW 18TH ST ' (1) ·
'Trailwood Drive ' (1) ·
I-95 (1)
Number 008:
700229 (1) ·
704194 (1) ·
705924 (1) ·
705925 (1) ·
790248 (1) ·
796414 (1) ·
884100 (1) ·
884104 (1) ·
890161 (1) ·
894062 (1) ·
930322 (1) ·
931013 (1) ·
934125 (1) ·
934135 (1) ·
934369 (1) ·
934487 (1) ·
935218 (1) ·
940111 (1) ·
940112 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-95 over Midway Road ' (1) ·
'Palm Beach Garden Interch' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26194915 (1) ·
26262317 (1) ·
26331032 (1) ·
26350300 (1) ·
26503846 (1) ·
26524856 (1) ·
26561862 (1) ·
27004322 (1) ·
27093370 (1) ·
27222697 (1) ·
27222932 (1) ·
27271705 (1) ·
27271802 (1) ·
27391280 (1) ·
27400430 (1) ·
28004870 (1) ·
28010030 (1) ·
28204423 (1) ·
28314000 (1) ·
29060108 (1) ·
29083995 (1)
Longitude 017:
80024400 (1) ·
80035475 (1) ·
80042000 (1) ·
80043160 (1) ·
80054858 (1) ·
80074716 (1) ·
80075125 (1) ·
80151390 (1) ·
80235637 (1) ·
80235639 (1) ·
80243196 (1) ·
80243677 (1) ·
80271724 (1) ·
80274510 (1) ·
80274650 (1) ·
80434410 (1) ·
80441510 (1) ·
80461784 (1) ·
80510650 (1) ·
80591575 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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) ·
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)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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