Drilldown: bridge data
From Indian River Lagoon Project
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'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 125.4 ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'ENGLAR DRIVE ' (1) ·
'HORSESHOE POINT RD' (1) ·
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'PINE LAKE ROAD ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-98 (SR-80) ' (1)
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'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2MI E of SR-76 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4 miles west of SR 7 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
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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 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)
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