Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13747 (1) ·
15288 (1) ·
15743 (1) ·
15772 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Murray Creek ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'US 92 ' (1) ·
'WPB Canal (C-51) ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 Ramp B ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Range Rd ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SR-710 EB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'Trailwood Drive ' (1) ·
'US-1 ' (1) ·
I-95 (1)
Number 008:
700229 (1) ·
704194 (1) ·
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790248 (1) ·
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940163 (1) ·
944013 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'Palm Beach Garden Interch' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26281579 (1) ·
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29083995 (1)
Longitude 017:
80024400 (1) ·
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80591575 (1) ·
81070580 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
111000 (1) ·
1200 (1) ·
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150 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
16747 (1) ·
18391 (1) ·
18700 (1) ·
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200 (1) ·
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3000 (1) ·
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47500 (1) ·
480 (1) ·
500 (1) ·
5450 (1) ·
5700 (1) ·
6000 (1) ·
7400 (1) ·
800 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
11174 (1) ·
12839 (1) ·
1440 (1) ·
15000 (1) ·
192 (1) ·
192590 (1) ·
19426 (1) ·
200 (1) ·
22070 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
32400 (1) ·
32445 (1) ·
32618 (1) ·
35568 (1) ·
37302 (1) ·
400 (1) ·
4000 (1) ·
45978 (1) ·
580 (1) ·
600 (1) ·
63328 (1) ·
8000 (1) ·
82412 (1) ·
9456 (1) ·
960 (1) ·
9890 (1)
Clearance 116:
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