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:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Drainage Ditch ' (1) ·
'E-3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Underhill Slough ' (1)
Critical 006b:
Facility 007:
'CR-712 (MIDWAY RD)' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'EB Lake Worth Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'JUPITER BEACH RD ' (1) ·
'Lake Harney Road ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'Main Trail ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'PALMETTO PK RD ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-5A ' (1) ·
'SR-656 (17th St.) ' (1) ·
'SW 18TH ST ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
790136 (1) ·
794050 (1) ·
796000 (1) ·
880062 (1) ·
880077 (1) ·
890101 (1) ·
930322 (1) ·
930329 (1) ·
934125 (1) ·
934135 (1) ·
934487 (1) ·
934516 (1) ·
934902 (1) ·
935218 (1) ·
940009 (1) ·
940035 (1) ·
940111 (1) ·
940112 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1MI W of US-1 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'I-95 over Midway Road ' (1)
Latitude 016:
Longitude 017:
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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:
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 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 19 results in range #1 to #19.
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