Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
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'CANAL E-4 ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'CR 812 LANTANA RD ' (1) ·
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'HUNGRYLAND CANAL C-18 ' (1) ·
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'INTRACOASTAL WATERWAY ' (1) ·
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'L-30 CANAL ' (1) ·
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'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
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'LWDD L-38 CANAL ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'Pine Street ' (1) ·
'Platt Ranch Access Road ' (1) ·
'SR 70 ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1)
'CONGRESS AVE NB ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR708 125.4 ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'DONALD ROSS RD EB ' (1) ·
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'Dunn Avenue ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'Island Way ' (1) ·
'JOG ROAD SB ' (1) ·
'Lake Ida Road ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR 9) ' (1) ·
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'SR 91 TPK SB 153.2' (1) ·
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'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
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'0.1 MILE WEST OF I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
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'0.9 MI N OF LAKE IDA ROAD' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1Mi E of CR809/Military T' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1MI S. OF LINTON BLVD ' (1) ·
'2.0 MI N of US-92 on I-95' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 Miles South of US-192' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB at I-95 ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1)
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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)
Showing below up to 34 results in range #1 to #34.
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