Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BESSEY CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'E3 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Halifax River IWW ' (1) ·
'JONES CREEK ' (1) ·
'KELLER CANAL ' (1) ·
'Lake Ashby Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'Murray Creek ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'Reed Canal ' (1) ·
'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'SIMS CREEK ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Underhill Slough ' (1) ·
'WPB Canal (C-51) ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'AIROSO BLVD. ' (1) ·
'BELVEDERE ROAD ' (1) ·
'Berry Avenue ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CENTER DRIVE ' (1) ·
'CENTER STREET ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'DYER PARK ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'JOG ROAD (NB) ' (1) ·
'Lake Ashby Road ' (1) ·
'Lake Harney Road ' (1) ·
'LAKE IDA ROAD ' (1) ·
'McClure Road ' (1) ·
'MURPHY RD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PINE RIDGE WAY ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-5A ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'US-1 ' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1)
Number 008:
790132 (1) ·
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790181 (1) ·
794050 (1) ·
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937714 (1) ·
940009 (1) ·
944013 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.25mi 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) ·
'2.5 mi East of TPK Exit ' (1) ·
'200ft. East of SR-415 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'400ft N of SCLRR on SR-5A' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Just west of I-95 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
26220386 (1) ·
26281579 (1) ·
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26364799 (1) ·
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28470565 (1) ·
28563087 (1) ·
29044616 (1) ·
29065637 (1) ·
29092052 (1) ·
29171420 (1)
Longitude 017:
80041600 (1) ·
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80045351 (1) ·
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80092158 (1) ·
80121129 (1) ·
80133989 (1) ·
80134000 (1) ·
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80161911 (1) ·
80170910 (1) ·
80175123 (1) ·
80195440 (1) ·
80205857 (1) ·
80245245 (1) ·
80370127 (1) ·
80402996 (1) ·
80572087 (1) ·
80591557 (1) ·
81005885 (1) ·
81013072 (1) ·
81030614 (1) ·
81060951 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
111000 (1) ·
12700 (1) ·
1440 (1) ·
15043 (1) ·
153 (1) ·
15500 (1) ·
160 (1) ·
1650 (1) ·
172 (1) ·
17750 (1) ·
17800 (1) ·
18391 (1) ·
18800 (1) ·
20 (1) ·
21500 (1) ·
2300 (1) ·
26500 (1) ·
27000 (1) ·
283 (1) ·
3000 (1) ·
34500 (1) ·
3600 (1) ·
440 (1) ·
45000 (1) ·
47500 (1) ·
500 (1) ·
6000 (1) ·
7161 (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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
12424 (1) ·
1665 (1) ·
19050 (1) ·
192 (1) ·
192590 (1) ·
2000 (1) ·
208 (1) ·
22070 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
2863 (1) ·
30796 (1) ·
30883 (1) ·
32400 (1) ·
32618 (1) ·
342 (1) ·
37303 (1) ·
3990 (1) ·
40 (1) ·
4000 (1) ·
4320 (1) ·
45978 (1) ·
59858 (1) ·
600 (1) ·
694 (1) ·
78075 (1) ·
8000 (1) ·
82412 (1) ·
960 (1)
Clearance 116:
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