Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'BRANCH OF MIAMI CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CSX RR ' (1) ·
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'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LWDD C-17 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Misner Branch ' (1) ·
'Murray Creek ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB Lake Worth Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'JOG ROAD (NB) ' (1) ·
'LA MANCHA AVE. ' (1) ·
'LAKE IDA ROAD ' (1) ·
'MADRID STREET ' (1) ·
'Main Trail ' (1) ·
'McClure Road ' (1) ·
'MIAMI CANAL ROAD ' (1) ·
'N. LAKE BLVD EB ' (1) ·
'N. LAKE BLVD WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PALMETTO PK RD ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 804 ' (1) ·
'SR 804 Boyton B B ' (1) ·
'SR A1A ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-656 (17th St.) ' (1) ·
'US-1 ' (1) ·
'Willowood Drive ' (1)
Number 008:
704032 (1) ·
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944013 (1)
Location 009:
'.21 E of Minton Rd. ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 Mi. W of SR-A1A ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8 Mile West of Nova Rd ' (1) ·
'0.8MI E OF I-95 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI EAST OF I-95 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 Mile East of Jog Rd. ' (1) ·
'1 mile West of US 1 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.2MI S OF SR-80 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'At East Canal St. ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just West of I 95 ' (1) ·
'Just west of I-95 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26210226 (1) ·
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Longitude 017:
80025351 (1) ·
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81054109 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
101 (1) ·
111000 (1) ·
15043 (1) ·
153 (1) ·
15300 (1) ·
15500 (1) ·
160 (1) ·
18391 (1) ·
18800 (1) ·
19400 (1) ·
21000 (1) ·
21500 (1) ·
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48500 (1) ·
49000 (1) ·
50 (1) ·
500 (1) ·
55500 (1) ·
5792 (1) ·
600 (1) ·
6000 (1) ·
800 (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:
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:
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:
126 (1) ·
192 (1) ·
192590 (1) ·
22070 (1) ·
26100 (1) ·
265 (1) ·
26546 (1) ·
26893 (1) ·
32400 (1) ·
32618 (1) ·
33659 (1) ·
36435 (1) ·
37302 (1) ·
37303 (1) ·
4000 (1) ·
45110 (1) ·
45978 (1) ·
50 (1) ·
600 (1) ·
6300 (1) ·
7008 (1) ·
720 (1) ·
8000 (1) ·
82412 (1) ·
84148 (1) ·
85015 (1) ·
960 (1) ·
96292 (1)
Clearance 116:
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