Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
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Use the filters below to narrow your results.
'14TH STREET CANAL ' (1) ·
'Burns Road ' (1) ·
'C-18 Canal ' (1) ·
'C-3 Canal ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'SR 91 TPK ' (1)
'10TH AVE NORTH ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Island Way ' (1) ·
'Lake Ida Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR-80 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 92.1 ' (1)
884054 (1) ·
890079 (1) ·
890119 (1) ·
930029 (1) ·
930223 (1) ·
930235 (1) ·
930241 (1) ·
930499 (1) ·
930500 (1) ·
930521 (1) ·
934177 (1) ·
934348 (1) ·
934963 (1) ·
937367 (1)
'.2mi East of US-27 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.9MI W OF MILITARY TRAIL' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'Between N Lake/PGA Blvds.' (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)
10800 (1) ·
119194 (1) ·
136198 (1) ·
148776 (1) ·
1730 (1) ·
1735 (1) ·
181308 (1) ·
23076 (1) ·
27000 (1) ·
28801 (1) ·
46846 (1) ·
77034 (1)
Showing below up to 14 results in range #1 to #14.
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