Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13747 (1) ·
15288 (1) ·
15743 (1) ·
15772 (1) ·
15775 (1) ·
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15780 (1) ·
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18750 (1) ·
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19510 (1) ·
19543 (1) ·
19544 (1) ·
19546 (1) ·
19554 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'E-2W Canal ' (1) ·
'E3 CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Header Creek Canal ' (1) ·
'I-4 ' (1) ·
'I-4 WB ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'Murray Creek ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'Ten Mile Creek ' (1) ·
'WPB Canal (C-51) ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'BELVEDERE ROAD ' (1) ·
'Benoist Farms Rd ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR-4139 ' (1) ·
'DYER PARK ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'EB SR 70 ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'Orange camp Rd. ' (1) ·
'PROSPERITY FARM RD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 70 EB ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-44 WB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'US-1 ' (1) ·
'W/B Atlantic Ave ' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
790181 (1) ·
790200 (1) ·
790211 (1) ·
790212 (1) ·
894051 (1) ·
930437 (1) ·
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940158 (1) ·
944016 (1)
Location 009:
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6 mile South of SR 882 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI SW OF US-441 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR-4139 over I-4 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26271300 (1) ·
26271349 (1) ·
26271450 (1) ·
26281579 (1) ·
26281595 (1) ·
26364799 (1) ·
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26384575 (1) ·
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27234060 (1) ·
27511720 (1) ·
28590460 (1) ·
29001448 (1) ·
29010378 (1) ·
29044616 (1)
Longitude 017:
80040600 (1) ·
80040715 (1) ·
80041600 (1) ·
80041852 (1) ·
80045351 (1) ·
80051796 (1) ·
80053100 (1) ·
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80075215 (1) ·
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80103080 (1) ·
80152060 (1) ·
80161911 (1) ·
80205980 (1) ·
80272980 (1) ·
80292802 (1) ·
80295150 (1) ·
80402996 (1) ·
80572087 (1) ·
81135412 (1) ·
81143187 (1) ·
81145411 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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) ·
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:
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:
Clearance 116:
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