Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'Banana River ' (1) ·
'BOYNTON CANAL ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
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'JONES CREEK ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'KELLER CANAL ' (1) ·
'L-5 Canal ' (1) ·
'Lake Gertie ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Moore's Creek ' (1) ·
'Murray Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
'WPB Canal (C-51) ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'2nd AVENUE NORTH ' (1) ·
'Belvede to NB I-95' (1) ·
'BELVEDERE ROAD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-92 EB ' (1) ·
'DYER PARK ROAD ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'JOG ROAD (NB) ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Levee Road ' (1) ·
'Linton Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'McClure Road ' (1) ·
'N 13th Street ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'US-1 ' (1) ·
'Valkaria Road ' (1) ·
'WB SR 786 ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
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Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'Just west of I-95 ' (1) ·
'North of Belvedere Rd ' (1) ·
'South Side of US-98 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
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Longitude 017:
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81190878 (1)
Built 027: (Click arrow to add another value)
Traffic 029:
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200 (1) ·
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42500 (1) ·
4600 (1) ·
47500 (1) ·
500 (1) ·
55000 (1) ·
6 (1) ·
6000 (1) ·
6100 (1) ·
6480 (1) ·
7300 (1) ·
7400 (1) ·
7900 (1) ·
800 (1) ·
9150 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
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: (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 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:
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192 (1) ·
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22388 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
27066 (1) ·
2741 (1) ·
30362 (1) ·
32400 (1) ·
32618 (1) ·
38517 (1) ·
400 (1) ·
45978 (1) ·
58990 (1) ·
600 (1) ·
66364 (1) ·
73738 (1) ·
7981 (1) ·
8000 (1) ·
82412 (1) ·
9 (1) ·
95425 (1) ·
960 (1) ·
9600 (1)
Showing below up to 36 results in range #1 to #36.
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