Drilldown: bridge data
From Indian River Lagoon Project
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None (1) ·
35550 (1) ·
54175 (1) ·
58725 (1) ·
Boca Raton (1) ·
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Port Malabar (1) ·
Royal Palm Beach village (1) ·
Wellington village (1) ·
West Palm Beach (1)
'ARCHIES CREEK ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CANAL E-4 ' (1) ·
'Canal No. 1 (Rim Canal) ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'DIRT FARM ROAD ' (1) ·
'E3 CANAL ' (1) ·
'EL RIO CANAL ' (1) ·
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'JONES CREEK ' (1) ·
'Jupiter Creek ' (1) ·
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'Lake Gertie ' (1) ·
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'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'Murray Creek ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
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'RETENTION POND ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SIMS CREEK ' (1) ·
'SR 70 ' (1) ·
'SR-91 Turnpike ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WPB Canal (C-51) ' (1) ·
Tillman Canal (1)
'AIROSO BLVD. ' (1) ·
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'CR-713 ' (1) ·
'CR-92 WB ' (1) ·
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'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'FLYING COW ROAD ' (1) ·
'Forest Hill Blvd. ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'JOG ROAD SB ' (1) ·
'LAKE IDA ROAD ' (1) ·
'LINTON BLVD. ' (1) ·
'McClure Road ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'PALMWOOD ROAD ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'PROSPERITY FARM RD' (1) ·
'Sea Ray Drive ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'US-1 ' (1) ·
'WB Martin Downs Bd' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1) ·
SR-507 SB (1)
Number 008:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.2MI W OF ROYAL P.B. BLV' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.5 MILE WEST OF JOG RD ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BEACH ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8MI E of INDIANTOWN RD ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.2Mi. E of Savannah Rd. ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1.9mi W of N Banana Ri Dr' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.3 Mi North of SR-44 ' (1) ·
'AT SR-80 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just west of I-95 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
Longitude 017:
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153 (1) ·
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500 (1) ·
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6540 (1) ·
800 (1) ·
978 (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) ·
Bridge closed because of channel failure. Corrective action may put back in light service. (1) ·
N/A (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)
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 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)
1174 (1) ·
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1390 (1) ·
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192 (1) ·
192590 (1) ·
19606 (1) ·
22070 (1) ·
26100 (1) ·
265 (1) ·
26893 (1) ·
29929 (1) ·
3000 (1) ·
30015 (1) ·
32400 (1) ·
32618 (1) ·
34960 (1) ·
35568 (1) ·
3600 (1) ·
39038 (1) ·
4000 (1) ·
43375 (1) ·
45978 (1) ·
50749 (1) ·
51182 (1) ·
56821 (1) ·
57255 (1) ·
58990 (1) ·
600 (1) ·
7000 (1) ·
8000 (1) ·
8175 (1) ·
82412 (1) ·
84148 (1) ·
960 (1)
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