Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12240 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'B-19 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'E-4 CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 (SR-9) ' (1) ·
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'LWDD E-1 Canal ' (1) ·
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'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Thompson River ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'10TH AVE NORTH ' (1) ·
'27TH STREET ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'CLINT MOORE RD ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Worth Road ' (1) ·
'MARINA BLVD. ' (1) ·
'Military Trail ' (1) ·
'MINER RD. ' (1) ·
'NW 27TH AVE. ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Saxon Blvd WB ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-44 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
'Willow Run Blvd. ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
790151 (1) ·
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790166 (1) ·
796401 (1) ·
885809 (1) ·
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Location 009:
'.2mi W of Clyde Morris Bl' (1) ·
'0.2 MILE WEST OF US-1 ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3MI E of CONGRESS AVE. ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7 mi south of PGA Blvd.' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'AT US-441 SR-7 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Indian River ' (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:
12500 (1) ·
13300 (1) ·
16000 (1) ·
16427 (1) ·
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200 (1) ·
20000 (1) ·
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255 (1) ·
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36794 (1) ·
40000 (1) ·
45360 (1) ·
6000 (1) ·
6900 (1) ·
8325 (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 not over waterway. (1)
Future 114:
Clearance 116:
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