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:
'Beamer's Canal ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Indian River ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LATERAL CANAL A ' (1) ·
'Moore's Creek ' (1) ·
'Nova Canal ' (1) ·
'POPPOLTON CREEK ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
Critical 006b:
Facility 007:
'26TH STREET ' (1) ·
'8th Street ' (1) ·
'Blue Heron Blvd. ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'DAVIS ROAD ' (1) ·
'Harrison Street ' (1) ·
'I-95 ' (1) ·
'N 13th Street ' (1) ·
'SR-46 ' (1) ·
'SR-520 ' (1) ·
'SR-5A ' (1) ·
'SR-60 ' (1) ·
'SR-710 ' (1) ·
'SR-76 ' (1) ·
'SR-9(I-95) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'US-92 ' (1)
Number 008:
700169 (1) ·
700195 (1) ·
705100 (1) ·
790057 (1) ·
790168 (1) ·
790180 (1) ·
790221 (1) ·
880106 (1) ·
884061 (1) ·
890043 (1) ·
890044 (1) ·
890048 (1) ·
890123 (1) ·
930121 (1) ·
930523 (1) ·
937202 (1) ·
940003 (1) ·
940004 (1) ·
941000 (1) ·
945009 (1)
Location 009:
'0.1MI E of Riveredge Blvd' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'5.5 Mile West of I-95 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'8th St West of SR-5A ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'By Indian Grove Dr. ' (1) ·
'N of Bellevue Overpass ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant 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: (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 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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