Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL L-30 ' (1) ·
'CPB20 CANAL ' (1) ·
'CR-3 ' (1) ·
'CSX Railroad ' (1) ·
'Deep Creek ' (1) ·
'EL RIO CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1)
'CR708 125.4 ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'Peninsula Corp Dr ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR 710 ' (1) ·
'SR-404 WB ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-17 ' (1) ·
'US-92 EB ' (1)
700079 (1) ·
790002 (1) ·
790097 (1) ·
880085 (1) ·
890119 (1) ·
930443 (1) ·
930455 (1) ·
930490 (1) ·
930534 (1) ·
934220 (1) ·
934222 (1) ·
934295 (1) ·
934419 (1) ·
935221 (1) ·
937360 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
11971 (1) ·
1350 (1) ·
14574 (1) ·
1730 (1) ·
27413 (1) ·
27760 (1) ·
339472 (1) ·
34526 (1) ·
352347 (1) ·
36435 (1) ·
39905 (1) ·
51182 (1) ·
511825 (1) ·
7000 (1)
Showing below up to 15 results in range #1 to #15.
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