Drilldown: bridge data
From Indian River Lagoon Project
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12134 (1) ·
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'17th Avenue North ' (1) ·
'4th St. and Canal D ' (1) ·
'6th Avenue South ' (1) ·
'90th Ave. ' (1) ·
'Boynton Canal C-16 ' (1) ·
'CR 702 45th Street ' (1) ·
'CSX Railroad ' (1) ·
'Drainage Canal ' (1) ·
'DRAINAGE DITCH ' (1) ·
'El Rio Canal ' (1) ·
'Hanson Grant Outlet ' (1) ·
'Holly Drive ' (1) ·
'I-95 (SR-9) ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'Military Trail ' (1) ·
'Milner's Canal ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 60 ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-46 ' (1) ·
'Triple box culvert ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
Number 008:
700046 (1) ·
700230 (1) ·
880069 (1) ·
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Location 009:
'0.25 mile North of SR 786' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.2 Mi N L.Washington Rd.' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.7 miles North of SR 706' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I-95 (2 mi. N. of SR-76) ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'Lake Worth ' (1)
Latitude 016:
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Longitude 017:
80040620 (1) ·
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Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
116000 (1) ·
160500 (1) ·
171500 (1) ·
173000 (1) ·
190500 (1) ·
19250 (1) ·
195661 (1) ·
203082 (1) ·
21000 (1) ·
213000 (1) ·
222000 (1) ·
226000 (1) ·
232000 (1) ·
236000 (1) ·
43500 (1) ·
46500 (1) ·
76000 (1) ·
82500 (1)
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)
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) ·
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: (Click arrow to add another value)
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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:
131860 (1) ·
143138 (1) ·
201260 (1) ·
278468 (1) ·
297552 (1) ·
300155 (1) ·
330518 (1) ·
33399 (1) ·
339472 (1) ·
352347 (1) ·
36435 (1) ·
369555 (1) ·
385170 (1) ·
392110 (1) ·
402520 (1) ·
409460 (1) ·
75472 (1) ·
75473 (1) ·
80678 (1)
Clearance 116:
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