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: (Click arrow to add another value)
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'10th Ave. North ' (1) ·
'10th Ave North ' (1) ·
'6 Ave S to NB I-95' (1) ·
'BINKS FOREST DRIVE' (1) ·
'EB Forest Hill Bld' (1) ·
'EB SR 802 Lake Ave' (1) ·
'I 95 SR 9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SR802 (Lake Worth)' (1) ·
'Stribling Way ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB SR 802 Lake Ave' (1)
Number 008:
930073 (1) ·
930104 (1) ·
930260 (1) ·
930263 (1) ·
930273 (1) ·
930318 (1) ·
930508 (1) ·
930509 (1) ·
930510 (1) ·
930511 (1) ·
930514 (1) ·
934293 (1) ·
934299 (1) ·
934301 (1) ·
934349 (1)
Location 009:
'.4mi. East of Congress ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'10th Ave North over I 95 ' (1) ·
'10th Ave over I 95 ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Lake Ave / ICWW ' (1) ·
'Lake Ave. / ICWW ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
10500 (1) ·
113000 (1) ·
19000 (1) ·
190500 (1) ·
21000 (1) ·
2160 (1) ·
250 (1) ·
28500 (1) ·
5500 (1) ·
7350 (1)
Traffic Year 030:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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 not over waterway. (1)
Future 114:
12752 (1) ·
18218 (1) ·
196055 (1) ·
27000 (1) ·
32965 (1) ·
330518 (1) ·
36435 (1) ·
450 (1) ·
49448 (1) ·
5500 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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