Drilldown: bridge data
From Indian River Lagoon Project
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'6th Avenue South ' (1) ·
'Callalisa Creek ' (1) ·
'CANAL C-24 ' (1) ·
'CR 702 45th Street ' (1) ·
'E-1 CANAL ' (1) ·
'L-6 Canal ' (1) ·
'LAKEWOOD E4 CANAL ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'Northlake Blvd. ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 786 PGA Blvd ' (1) ·
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'WPB Drainage Canal ' (1)
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'0.5MI. W OF I-95 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / SR 882 ' (1) ·
'SR-44 - Callalisa Creek ' (1)
10500 (1) ·
106500 (1) ·
115000 (1) ·
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16428 (1) ·
20000 (1) ·
213000 (1) ·
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41500 (1) ·
85750 (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 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) ·
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)
148776 (1) ·
18218 (1) ·
184778 (1) ·
199525 (1) ·
20400 (1) ·
278468 (1) ·
28801 (1) ·
369555 (1) ·
392110 (1) ·
402520 (1) ·
47712 (1) ·
52050 (1) ·
61593 (1) ·
72002 (1)
Showing below up to 16 results in range #1 to #16.
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