Drilldown: bridge data
From Indian River Lagoon Project
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Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Features 006a:
'C-1 Canal ' (1) ·
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'Lateral A Canal ' (1) ·
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'M CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'US 92 ' (1) ·
Addison Canal (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
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'BROWNS FARM/CR-827' (1) ·
'CR-630 (41st St.) ' (1) ·
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'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'NB I 95 SR 9 ' (1) ·
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'NW 27TH AVE. ' (1) ·
'Pace Drive ' (1) ·
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'SEMINOLE/PRATTWHT.' (1) ·
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'SR91 NB TPK 109.5 ' (1) ·
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I-95 (1) ·
SR-520 (1)
Number 008:
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Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'Palm Beach Garden Interch' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
I-95 over Addison Canal (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
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Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
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255 (1) ·
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480 (1) ·
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9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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)
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:
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250 (1) ·
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28801 (1) ·
300 (1) ·
30362 (1) ·
32445 (1) ·
35568 (1) ·
36435 (1) ·
37129 (1) ·
37302 (1) ·
400 (1) ·
50749 (1) ·
580 (1) ·
61593 (1) ·
62283 (1) ·
62460 (1) ·
63328 (1) ·
73000 (1) ·
78700 (1) ·
9456 (1) ·
9890 (1)
Clearance 116:
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