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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'LAT CANL #45(GLADES INT)' (1) ·
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'LWDD E-3 CANAL ' (1) ·
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'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
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'SR-91 (TPK) 78.7 ' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SW 18TH ST ' (1) ·
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'.2MI S of LINDELL BLVD ' (1) ·
'0.03 MI W OF ANDREWS AVE ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.6MI E OF US-1 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.85 mile South of Linton' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At S Military Trail ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'WB SR800.2Mi west of US-1' (1)
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98900 (1)
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 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) ·
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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5552 (1) ·
600 (1) ·
98895 (1) ·
99763 (1)
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