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:
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'DANFORTH CREEK ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'Lateral A Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'US 92 ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I-4 Ramp B ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'WB SR 70 ' (1) ·
I-95 (1)
Number 008:
700229 (1) ·
705924 (1) ·
705925 (1) ·
790248 (1) ·
884100 (1) ·
884104 (1) ·
890117 (1) ·
890118 (1) ·
890119 (1) ·
894038 (1) ·
894062 (1) ·
930359 (1) ·
930360 (1) ·
930381 (1) ·
930419 (1) ·
931013 (1) ·
940119 (1) ·
940162 (1) ·
940163 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.5mi N of SR-68 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SB I-95 over CR 708 ' (1) ·
I-95 over Addison Canal (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 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:
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: (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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 19 results in range #1 to #19.
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