Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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bridge data > Traffic Year 030:
2016 
& Service On 042a:
Highway
& Service Under 042b:
Highway - Waterway
& Service On 042a:
Highway
& Service Under 042b:
Highway - Waterway Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
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) ·
'CR-515 & Indian River ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Indian River ' (1) ·
'Lake Washington Road ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'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) ·
'SB I-95 (SR-9) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (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) ·
'US-441 SR-15 ' (1) ·
I-95 SB (1)
Number 008:
700015 (1) ·
700043 (1) ·
700061 (1) ·
700109 (1) ·
700123 (1) ·
700137 (1) ·
790196 (1) ·
790197 (1) ·
880100 (1) ·
890103 (1) ·
930497 (1) ·
930498 (1) ·
940057 (1) ·
940058 (1) ·
940059 (1) ·
940073 (1) ·
940083 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1)
Location 009:
'0.5 mi N of Atlantic Ave ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (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) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-441 and SR-76 ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
80052100 (1) ·
80052215 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80304170 (1) ·
80333288 (1) ·
80370127 (1) ·
80422077 (1) ·
80422180 (1) ·
80430520 (1) ·
80430569 (1) ·
80444559 (1) ·
80444580 (1) ·
81190878 (1) ·
81191063 (1)
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a: (Click arrow to add another value)
Service Under 042b: (Click arrow to add another value)
Kind 043a:
Type 043b:
Length 049:
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 (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:
Future Year 115:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
