Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BELCHER CANAL C-25 ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'CANAL L-20 ' (1) ·
'CANAL-1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'ELKCAM WATERWAY ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'FIVE MILE CREEK ' (1) ·
'Header Canal ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-68 ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
Number 008:
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.83 MILES 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) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3MI S of SR-70 ' (1) ·
'5.2MI S of CR-712 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'Just North of SR70 on I95' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
1086 (1) ·
110 (1) ·
1100 (1) ·
115 (1) ·
1200 (1) ·
13300 (1) ·
17122 (1) ·
2000 (1) ·
20150 (1) ·
21500 (1) ·
220 (1) ·
2300 (1) ·
250 (1) ·
2500 (1) ·
2544 (1) ·
27251 (1) ·
28100 (1) ·
29307 (1) ·
300 (1) ·
3000 (1) ·
3250 (1) ·
34244 (1) ·
3600 (1) ·
40300 (1) ·
4500 (1) ·
500 (1) ·
6000 (1) ·
8000 (1)
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
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:
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 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:
1000 (1) ·
10000 (1) ·
1375 (1) ·
1700 (1) ·
174 (1) ·
18000 (1) ·
1884 (1) ·
1900 (1) ·
2000 (1) ·
23076 (1) ·
250 (1) ·
29707 (1) ·
3470 (1) ·
34960 (1) ·
3500 (1) ·
37303 (1) ·
3991 (1) ·
4000 (1) ·
4400 (1) ·
4414 (1) ·
47280 (1) ·
48754 (1) ·
500 (1) ·
50848 (1) ·
5639 (1) ·
59413 (1) ·
69920 (1) ·
700 (1) ·
7140 (1) ·
7200 (1) ·
850 (1)
Clearance 116:
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