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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'16TH ST ' (1) ·
'1st St SW ' (1) ·
'4th Street ' (1) ·
'5th Street ' (1) ·
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-612 8th Street ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LittleRanchesTrail' (1) ·
'MILITARY TR. SB ' (1) ·
'Old Boynton Road ' (1) ·
'Prosperity Farms R' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
796401 (1) ·
884056 (1) ·
884066 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
884074 (1) ·
884075 (1) ·
934178 (1) ·
934275 (1) ·
934276 (1) ·
934913 (1) ·
934934 (1) ·
934951 (1) ·
934981 (1) ·
935920 (1)
Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.5MI EAST OF I-95 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi. N of PGA Blvd. ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'250ft North of SR-60 ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'At 58th Ave ' (1) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'South Side of US-98 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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:
Direction 102:
Rebuilt 106:
Deck Type 107:
Scour 113:
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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