Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
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'Callalisa Creek ' (1) ·
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'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Murray Creek ' (1) ·
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'SIMS CREEK ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
'Tide Relief Canal ' (1) ·
'West Palm Beach Canal ' (1) ·
'WPB Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CLINT MOORE RD ' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Lake Worth Road ' (1) ·
'McClure Road ' (1) ·
'Military Trail ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'MINER RD. ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-44 ' (1) ·
'SR-A1A ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 ' (1) ·
'US-98 (SR-80) ' (1) ·
'Willow Run Blvd. ' (1)
Number 008:
790147 (1) ·
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MI N OF LAKE IDA ROAD' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI N OF LAKE IDA ROAD ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (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) ·
'1MI SW OF US-441 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'A1A on Singer Island ' (1) ·
'A1A-Port Orange Relief ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-A1A over Halifax River' (1)
Latitude 016:
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Longitude 017:
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81014619 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
111000 (1) ·
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153 (1) ·
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160 (1) ·
16000 (1) ·
18391 (1) ·
18800 (1) ·
2160 (1) ·
22500 (1) ·
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6000 (1) ·
800 (1) ·
8325 (1) ·
9700 (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) ·
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:
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 not over waterway. (1)
Future 114:
10073 (1) ·
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192 (1) ·
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22070 (1) ·
23076 (1) ·
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265 (1) ·
26893 (1) ·
27000 (1) ·
27760 (1) ·
32400 (1) ·
32618 (1) ·
39037 (1) ·
4000 (1) ·
41640 (1) ·
45978 (1) ·
5205 (1) ·
52050 (1) ·
52918 (1) ·
56821 (1) ·
57255 (1) ·
59858 (1) ·
600 (1) ·
61593 (1) ·
69400 (1) ·
8000 (1) ·
82412 (1) ·
960 (1)
Clearance 116:
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