Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL L-20 ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'FECRR ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Palmetto Park Road ' (1) ·
'SR 91 TPK ' (1) ·
'SR-421 ' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1)
'CONGRESS AVE ' (1) ·
'CR-516 ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'Military Trail ' (1) ·
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'Orange camp Rd. ' (1) ·
'PARK AVE. W. ' (1) ·
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'SR-5 (US-1) NB ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
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'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
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'CR-516 over I-95 ' (1) ·
'I-95 NB over SR-421 ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
'SR-404 WB - SR-513 ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-80 & Military Trail ' (1)
80052000 (1) ·
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81014200 (1) ·
81145411 (1)
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)
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 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)
12318 (1) ·
12839 (1) ·
171592 (1) ·
177838 (1) ·
181308 (1) ·
20700 (1) ·
24724 (1) ·
29707 (1) ·
31752 (1) ·
36435 (1) ·
369555 (1) ·
43375 (1) ·
4414 (1) ·
74605 (1) ·
75473 (1) ·
86750 (1)
Showing below up to 22 results in range #1 to #22.
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