Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-51 Canal ' (1) ·
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'US-1 & FECRR ' (1) ·
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Indian River Relief East (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
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'BOB W RD 130TH ST.' (1) ·
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'MARINA BLVD. ' (1) ·
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'NW 27TH AVE. ' (1) ·
'Old Dixie Highway ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Saxon Blvd WB ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'Service Road ' (1) ·
'SR-44 ' (1) ·
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SR-520 (1)
Number 008:
700196 (1) ·
704042 (1) ·
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Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI SOUTH OF 45TH ST ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4 mi N. of SR-80 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.3 mi S of Wltr Brdmn Ln' (1) ·
'4.5 mi S of Wltr Brdmn Ln' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'AT TEDDAR ROAD ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-44 over US-1 ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
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Longitude 017:
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Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10000 (1) ·
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200 (1) ·
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255 (1) ·
29250 (1) ·
2993 (1) ·
3100 (1) ·
3111 (1) ·
318 (1) ·
35500 (1) ·
3600 (1) ·
36000 (1) ·
36794 (1) ·
400 (1) ·
45360 (1) ·
6900 (1) ·
748 (1)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
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 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:
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 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) ·
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:
11972 (1) ·
1249 (1) ·
15000 (1) ·
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250 (1) ·
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27760 (1) ·
28501 (1) ·
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300 (1) ·
30362 (1) ·
31230 (1) ·
31751 (1) ·
34526 (1) ·
3460 (1) ·
36435 (1) ·
4858 (1) ·
500 (1) ·
50749 (1) ·
521 (1) ·
5379 (1) ·
5398 (1) ·
61593 (1) ·
62283 (1) ·
6246 (1) ·
62460 (1) ·
73000 (1) ·
78700 (1)
Clearance 116:
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