Drilldown: bridge data
From Indian River Lagoon Project
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12113 (1) ·
12129 (1) ·
12155 (1) ·
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12196 (1) ·
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19633 (1)
'C-15 CANAL ' (1) ·
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'CR 702 45th Street ' (1) ·
'CR 782 Linton Blvd ' (1) ·
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'PGA Blvd SR 786 ' (1) ·
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'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'SR-513 ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'TAYLOR CREEK ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1)
'CONGRESS AVE ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'Dairy Rd ' (1) ·
'Hull Road ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
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'I 95 SR 9 SB ' (1) ·
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'Old Dixie Highway ' (1) ·
'PARK AVE. W. ' (1) ·
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'SR-91 TPK NS 81.77' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
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'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1.5 miles South of SR 806' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At Exit 74 ' (1) ·
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'LPGA Blvd. at I-95 ' (1) ·
'SR-404 EB over SR-513 ' (1) ·
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'US-1 over Turkey Creek ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
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81071887 (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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
None (1) ·
12318 (1) ·
12839 (1) ·
13360 (1) ·
148776 (1) ·
171592 (1) ·
176174 (1) ·
181308 (1) ·
2500 (1) ·
2950 (1) ·
36435 (1) ·
369555 (1) ·
39038 (1) ·
43375 (1) ·
4414 (1) ·
45978 (1) ·
74605 (1) ·
7808 (1) ·
8154 (1) ·
8415 (1)
Showing below up to 26 results in range #1 to #26.
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