Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
16009 (1) ·
16010 (1) ·
16013 (1) ·
16015 (1) ·
16016 (1) ·
16023 (1) ·
16024 (1) ·
16025 (1) ·
16027 (1) ·
16039 (1) ·
16040 (1) ·
16043 (1) ·
16050 (1) ·
16052 (1) ·
16053 (1) ·
16059 (1) ·
16061 (1) ·
16066 (1) ·
16068 (1) ·
16069 (1) ·
16081 (1) ·
16097 (1) ·
16098 (1) ·
16099 (1) ·
16100 (1) ·
16102 (1) ·
16103 (1) ·
16104 (1) ·
16105 (1) ·
16106 (1) ·
16107 (1) ·
16122 (1) ·
16123 (1) ·
16124 (1)
Status: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'BLIND CREEK ' (1) ·
'C-104 CANAL ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL-1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'Gatlin Blvd ' (1) ·
'HOWARD CREEK ' (1) ·
'MOORES CREEK ' (1) ·
'Relief E.of North Bridge' (1) ·
'SR 70 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SR-9 (I-95) ' (1) ·
'ST. LUCIE RIVER ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'CR603(JOHNSTON RD)' (1) ·
'DUNN ROAD ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'FLORESTA DR ' (1) ·
'GORDY ROAD ' (1) ·
'Graham Road ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JORGENSEN RD ' (1) ·
'Kings Highway ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTH 2ND STREET ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN ROAD ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR-A1A ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
940004 (1) ·
940007 (1) ·
940018 (1) ·
940020 (1) ·
940026 (1) ·
940038 (1) ·
940041 (1) ·
940043 (1) ·
940046 (1) ·
940067 (1) ·
940068 (1) ·
940071 (1) ·
940084 (1) ·
940086 (1) ·
940087 (1) ·
940100 (1) ·
940102 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1) ·
940134 (1) ·
944008 (1) ·
944010 (1) ·
944011 (1) ·
944012 (1) ·
945000 (1) ·
945250 (1) ·
945251 (1) ·
945252 (1) ·
945253 (1) ·
945254 (1) ·
945270 (1) ·
945271 (1) ·
945272 (1)
Location 009:
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3MI S of SR-70 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'5.7MI W OF US-1 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'I-95 over Midway Road ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR A1A FPL Nuc P Intake ' (1)
Latitude 016:
27122264 (1) ·
27153115 (1) ·
27154364 (1) ·
27155060 (1) ·
27155561 (1) ·
27164934 (1) ·
27192572 (1) ·
27193001 (1) ·
27201582 (1) ·
27201586 (1) ·
27201587 (1) ·
27201709 (1) ·
27204020 (1) ·
27214720 (1) ·
27220029 (1) ·
27220118 (1) ·
27222697 (1) ·
27222932 (1) ·
27232266 (1) ·
27241068 (1) ·
27244449 (1) ·
27245404 (1) ·
27245645 (1) ·
27254533 (1) ·
27270218 (1) ·
27270481 (1) ·
27281046 (1) ·
27281147 (1) ·
27281239 (1) ·
27281242 (1) ·
27283693 (1) ·
27284570 (1) ·
27311700 (1) ·
27311955 (1)
Longitude 017:
80142440 (1) ·
80145640 (1) ·
80172570 (1) ·
80184630 (1) ·
80192498 (1) ·
80193068 (1) ·
80195445 (1) ·
80195964 (1) ·
80200618 (1) ·
80200930 (1) ·
80213056 (1) ·
80214554 (1) ·
80214936 (1) ·
80215355 (1) ·
80215969 (1) ·
80221826 (1) ·
80222500 (1) ·
80224257 (1) ·
80231656 (1) ·
80231716 (1) ·
80232645 (1) ·
80232703 (1) ·
80235669 (1) ·
80235687 (1) ·
80240727 (1) ·
80243196 (1) ·
80243677 (1) ·
80251175 (1) ·
80251811 (1) ·
80262430 (1) ·
80270180 (1) ·
80270543 (1) ·
80282441 (1) ·
80285306 (1)
Owner 022:
Built 027:
Traffic 029:
101 (1) ·
10500 (1) ·
1086 (1) ·
1100 (1) ·
11300 (1) ·
120 (1) ·
13300 (1) ·
1500 (1) ·
20000 (1) ·
20150 (1) ·
21500 (1) ·
220 (1) ·
2300 (1) ·
240 (1) ·
24900 (1) ·
250 (1) ·
2500 (1) ·
29307 (1) ·
300 (1) ·
3000 (1) ·
32250 (1) ·
38750 (1) ·
4500 (1) ·
4800 (1) ·
500 (1) ·
600 (1) ·
6000 (1) ·
7800 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 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:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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) ·
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:
Clearance 116:
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