Drilldown: bridge data
From Indian River Lagoon Project
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'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-17 ' (1) ·
'CANAL C-24 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FECRR ' (1) ·
'I-95 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR 794 Yamato Rd ' (1) ·
'SR 91 TPK ' (1) ·
'SR-513 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-806 Atlantic Ave ' (1)
'Bellevue Avenue ' (1) ·
'CONGRESS AVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'JOG ROAD ' (1) ·
'Military Trail ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OLD DIXIE HWY ' (1) ·
'PARK AVE. W. ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-76 ' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1)
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'.25 mi East of I-95 ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.5 miles South of SR 806' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'At Exit 74 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Bellevue Avenue over I-95' (1) ·
'Just North of Exit 48 ' (1) ·
'Just South of Exit 48 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (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)
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80472690 (1) ·
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81045800 (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 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)
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)
11104 (1) ·
12318 (1) ·
12839 (1) ·
15441 (1) ·
157018 (1) ·
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36435 (1) ·
369555 (1) ·
37302 (1) ·
4000 (1) ·
43375 (1) ·
4338 (1) ·
4414 (1) ·
62283 (1) ·
70268 (1) ·
74605 (1) ·
77034 (1)
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