Drilldown: bridge data
From Indian River Lagoon Project
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None (1) ·
30975 (1) ·
54175 (1) ·
77275 (1) ·
Atlantis (1) ·
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'BESSEY CREEK ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'C-18 Canal ' (1) ·
'Canal L-14 ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'Eau Gallie River ' (1) ·
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'LAT CANL #45(GLADES INT)' (1) ·
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'SR 710 & SCL RR ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
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'Tillman Canal ' (1) ·
'Tomoka River ' (1) ·
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'SR 91 TPK RMP 76.3' (1) ·
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'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 126.5' (1) ·
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'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-92 ' (1)
Number 008:
'0.25 mile North of SR 786' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF US-1 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4 mi S of Addison Drive' (1) ·
'0.5Mi South of 6th Ave S ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.1 mi. N of Broward line' (1) ·
'1.1mil N. of Broward line' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'2.3 MI E of US-17 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'Boca Raton ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 NB - SR-520 ' (1) ·
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'I-95 SB over US-1 ' (1) ·
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'South of Ramp to SR 706 ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
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'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
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Longitude 017:
102500 (1) ·
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71250 (1) ·
78500 (1) ·
8368 (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) ·
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)
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
10042 (1) ·
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1800 (1) ·
18218 (1) ·
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28194 (1) ·
34960 (1) ·
43809 (1) ·
44243 (1) ·
45110 (1) ·
55954 (1) ·
62460 (1) ·
63328 (1) ·
77034 (1) ·
80678 (1) ·
80851 (1) ·
90220 (1) ·
91351 (1)
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