Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'Boynton Canal C16 ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CSX Railroad ' (1) ·
'CSX RR ' (1) ·
'E-2-W canal ' (1) ·
'E-3 CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lake Ida / Canal E-4 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'None ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SUBDIVISION CANAL ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.1MI S OF OLD BOYNTON ' (1) ·
'0.25 MI. W OF I-95 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.5Mi WEST OF CR-809 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 mi. W of I-95 ' (1) ·
'0.7 mile North of SR 804 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1 mile West of US 1 ' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1MI SW OF US-441 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Just West of I 95 ' (1) ·
'Over I 95 1 mi S of SR804' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1000 (1) ·
10000 (1) ·
101 (1) ·
10900 (1) ·
116000 (1) ·
13000 (1) ·
13700 (1) ·
14600 (1) ·
153 (1) ·
18000 (1) ·
19800 (1) ·
25000 (1) ·
2600 (1) ·
2880 (1) ·
3000 (1) ·
34000 (1) ·
364 (1) ·
36500 (1) ·
38500 (1) ·
40500 (1) ·
41500 (1) ·
416 (1) ·
44000 (1) ·
46000 (1) ·
47500 (1) ·
48500 (1) ·
555 (1) ·
6000 (1) ·
6100 (1) ·
6400 (1) ·
78500 (1) ·
9000 (1) ·
90900 (1) ·
9350 (1) ·
936 (1) ·
9625 (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 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)
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) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
10410 (1) ·
10584 (1) ·
11104 (1) ·
1124 (1) ·
1200 (1) ·
12000 (1) ·
121 (1) ·
13200 (1) ·
136198 (1) ·
15615 (1) ·
157712 (1) ·
16222 (1) ·
1735 (1) ·
18912 (1) ·
201260 (1) ·
21600 (1) ·
22555 (1) ·
23770 (1) ·
25331 (1) ·
265 (1) ·
3120 (1) ·
34353 (1) ·
3600 (1) ·
43375 (1) ·
5205 (1) ·
58990 (1) ·
607 (1) ·
63327 (1) ·
63328 (1) ·
66798 (1) ·
694 (1) ·
70268 (1) ·
72002 (1) ·
76340 (1) ·
79810 (1) ·
82413 (1) ·
84148 (1) ·
963 (1)
Clearance 116:
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