Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'17th Avenue North ' (1) ·
'6th Avenue South ' (1) ·
'C-51 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'L-6 Canal ' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'6TH AVE SO. WB ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'KELLER ROAD ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR-807 Congress Av' (1)
Number 008:
930259 (1) ·
930261 (1) ·
930262 (1) ·
930373 (1) ·
930458 (1) ·
930466 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930475 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
934302 (1) ·
934940 (1) ·
936350 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'2 mi. North of Lantana Rd' (1) ·
'Lake Worth ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
10516 (1) ·
116000 (1) ·
1200 (1) ·
16500 (1) ·
23000 (1) ·
232000 (1) ·
236000 (1) ·
27500 (1) ·
3240 (1) ·
5200 (1)
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
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) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Direction 102:
Deck Type 107:
Scour 113:
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:
13145 (1) ·
1500 (1) ·
201260 (1) ·
28628 (1) ·
39905 (1) ·
402520 (1) ·
409460 (1) ·
47712 (1) ·
5205 (1) ·
9022 (1)
Future Year 115:
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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