Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12115 (1) ·
12121 (1) ·
12176 (1) ·
12187 (1) ·
13731 (1) ·
15226 (1) ·
15823 (1) ·
15824 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'4th St. and Canal D ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'ANGLE RD & BELCHER CANAL' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'CANAL L-20 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'IWW Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'EB Forest Hill Bld' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'MINUTE MAID RD 165' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-44 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 ' (1) ·
'US-441 SR-15 ' (1) ·
'WB Forest Hill Bld' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1) ·
I-95 SB (1)
Number 008:
700006 (1) ·
700015 (1) ·
700043 (1) ·
700109 (1) ·
700123 (1) ·
790152 (1) ·
790196 (1) ·
790197 (1) ·
880100 (1) ·
890103 (1) ·
890161 (1) ·
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940058 (1) ·
940059 (1) ·
940060 (1) ·
940073 (1) ·
940083 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1)
Location 009:
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26210062 (1) ·
26210118 (1) ·
26233917 (1) ·
26233970 (1) ·
26280900 (1) ·
26342040 (1) ·
26363334 (1) ·
26363379 (1) ·
26390288 (1) ·
26390300 (1) ·
26403485 (1) ·
26403530 (1) ·
26404472 (1) ·
26453630 (1) ·
26590720 (1) ·
27004322 (1) ·
27004488 (1) ·
27171853 (1) ·
27172347 (1) ·
27281041 (1) ·
27281279 (1) ·
27281300 (1) ·
27281411 (1) ·
27283927 (1) ·
27283929 (1) ·
27290688 (1) ·
27320060 (1) ·
27363540 (1) ·
28043878 (1) ·
28084581 (1) ·
28084584 (1) ·
28240428 (1) ·
28240489 (1) ·
28500676 (1) ·
28500808 (1) ·
29012564 (1)
Longitude 017:
80043911 (1) ·
80043925 (1) ·
80045945 (1) ·
80045990 (1) ·
80052100 (1) ·
80052215 (1) ·
80080080 (1) ·
80095982 (1) ·
80101305 (1) ·
80101307 (1) ·
80101404 (1) ·
80101583 (1) ·
80101586 (1) ·
80102300 (1) ·
80102688 (1) ·
80102700 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80271724 (1) ·
80271798 (1) ·
80304170 (1) ·
80333288 (1) ·
80360835 (1) ·
80363628 (1) ·
80370127 (1) ·
80422077 (1) ·
80422180 (1) ·
80444559 (1) ·
80444580 (1) ·
80550332 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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 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:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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 (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)
Future 114:
Clearance 116:
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