Drilldown: bridge data
From Indian River Lagoon Project
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'90th Ave. ' (1) ·
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'C-51 Canal ' (1) ·
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'L-14 CANAL ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'South Relief Canal ' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-46 ' (1) ·
'SR802 Lake Worth Rd ' (1) ·
'Summit Boulevard ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
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Addison Canal (1) ·
Wickham Road (1)
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'SR-91TPK NBSB 97.4' (1) ·
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'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'US-1 (SR-5) ' (1) ·
'Woolbright Road ' (1) ·
I-95 (1)
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'0.1Mi. E of Bayshore Blvd' (1) ·
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'1.7 miles North of SR 706' (1) ·
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'2.0 mi S of SR-60 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I 95 Exit 56 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SR 806 interchange ' (1) ·
I-95 over Addison Canal (1) ·
I-95 over Wickham Road (1)
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90900 (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
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