Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C STANLEY WEAVER CANAL ' (1) ·
'C-133 Canal ' (1) ·
'C-44 Intake Canal ' (1) ·
'Drainage Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'Halifax Canal ' (1) ·
'I 95 & CSXRR & Canal ' (1) ·
'I-95 ' (1) ·
'ICWW ' (1) ·
'L-5 Canal ' (1) ·
'Lateral "A" Canal ' (1) ·
'LATERAL A CANAL ' (1) ·
'Lateral Canal A ' (1) ·
'Little Tomoka River ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'MAIN RELIEF CANAL ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 60 ' (1) ·
'SR-46 ' (1) ·
'SR-91 (Florida Turnpike)' (1) ·
'St. Johns River ' (1) ·
'St. Johns River Relief ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'37th Street ' (1) ·
'49th St Lindsey Rd' (1) ·
'66th Avenue ' (1) ·
'CAMINO REAL ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'CR-611 43RD AVE. ' (1) ·
'CR-708 ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'Daytona Avenue ' (1) ·
'HAGEN RANCH ROAD ' (1) ·
'HATTON HIGHWAY ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Port St. Lucie Bld' (1) ·
'Spanish River Blvd' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-415 ' (1) ·
'SR-421 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR-710 WB ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tymber Creek Road ' (1)
Number 008:
700193 (1) ·
700230 (1) ·
790171 (1) ·
790173 (1) ·
790201 (1) ·
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930353 (1) ·
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934240 (1) ·
934553 (1) ·
934950 (1) ·
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936551 (1) ·
940142 (1)
Location 009:
'0.02 MI S/O LPGA Blvd ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.7Mi South of SR-60 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.2MI S OF US-98 ' (1) ·
'1.7 Miles West of I-95 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'250ft North of SR-60 ' (1) ·
'4.85 Miles E of SR-710 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over SR-60 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'Port St Lucie / FL TPK. ' (1) ·
'Spanish R & I95 Csxrr Can' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'SR-415- St.Johns River ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1)
Latitude 016:
26200920 (1) ·
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29064881 (1) ·
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29090120 (1) ·
29131187 (1) ·
29144552 (1) ·
29152450 (1)
Longitude 017:
80040825 (1) ·
80041914 (1) ·
80054960 (1) ·
80061969 (1) ·
80075632 (1) ·
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80140376 (1) ·
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80304170 (1) ·
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80310299 (1) ·
80321860 (1) ·
80325180 (1) ·
80404702 (1) ·
80521049 (1) ·
81012996 (1) ·
81022149 (1) ·
81051410 (1) ·
81051478 (1) ·
81061122 (1) ·
81074440 (1) ·
81112630 (1) ·
81123762 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
10585 (1) ·
1200 (1) ·
121 (1) ·
12100 (1) ·
1286 (1) ·
1440 (1) ·
1700 (1) ·
19250 (1) ·
1950 (1) ·
200 (1) ·
21000 (1) ·
21500 (1) ·
23500 (1) ·
23750 (1) ·
2400 (1) ·
2600 (1) ·
26500 (1) ·
28500 (1) ·
29000 (1) ·
3550 (1) ·
4 (1) ·
4100 (1) ·
43000 (1) ·
43500 (1) ·
5450 (1) ·
55 (1) ·
555 (1) ·
7700 (1) ·
9100 (1) ·
9150 (1) ·
9229 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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:
Direction 102:
Rebuilt 106:
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
1000 (1) ·
11167 (1) ·
13360 (1) ·
1454 (1) ·
150 (1) ·
15788 (1) ·
15875 (1) ·
1730 (1) ·
175 (1) ·
1800 (1) ·
18365 (1) ·
20994 (1) ·
2275 (1) ·
2880 (1) ·
2950 (1) ·
300 (1) ·
3120 (1) ·
33399 (1) ·
36435 (1) ·
37303 (1) ·
40772 (1) ·
41206 (1) ·
45978 (1) ·
49448 (1) ·
50315 (1) ·
6 (1) ·
6159 (1) ·
7118 (1) ·
74605 (1) ·
75472 (1) ·
75473 (1) ·
87 (1) ·
9456 (1) ·
963 (1)
Clearance 116:
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