Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL ' (1) ·
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'LATERAL CANAL #30 ' (1) ·
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'LATERAL U CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
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Addison Canal (1)
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'SR 70 EB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'TEQUESTA DRIVE ' (1) ·
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I-95 (1)
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'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.1 Mile West of A1A ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
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'100Ft. South of Bay Drive' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
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'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
I-95 over Addison Canal (1)
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90900 (1) ·
910 (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) ·
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)
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580 (1) ·
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8788 (1) ·
9 (1) ·
900 (1) ·
9022 (1)
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