Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Deck 058:
N/A 
& Channel 061:
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.
& Inspect Date 090:
11-16
& Channel 061:
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.
& Inspect Date 090:
11-16 Use the filters below to narrow your results.
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Route 005d:
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Location 009:
'.5 Mi W of SR-507 ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mi. S. of Beville Rd ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.8 Mi North of SR-46 ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.5 Mi East of I-95 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'10thSt 1 Block E of Nova ' (1) ·
'1200ft. N. of SR-400 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.2 Miles North of US-92 ' (1) ·
'2.3 MI N of SR-46 ' (1) ·
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'2.85 MI SOUTH OF SR-712 ' (1) ·
'2.96 Mi. West of I-95 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
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'800ft. N. of SR-400 ' (1) ·
'8th St West of SR-5A ' (1) ·
'At Pluckebaum Rd ' (1) ·
'By Indian Grove Dr. ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A - Big Tree Rd ' (1) ·
'SR-5A over Nova Canal ' (1)
Latitude 016:
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Owner 022:
Built 027:
Traffic 029:
100 (1) ·
1000 (1) ·
102 (1) ·
106 (1) ·
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15400 (1) ·
18041 (1) ·
22000 (1) ·
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248 (1) ·
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31500 (1) ·
32680 (1) ·
33000 (1) ·
34244 (1) ·
37000 (1) ·
40300 (1) ·
44400 (1) ·
4484 (1) ·
550 (1) ·
5760 (1) ·
59800 (1) ·
6100 (1) ·
6650 (1) ·
9633 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Scour 113:
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)
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44243 (1) ·
51182 (1) ·
5182 (1) ·
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59413 (1) ·
64195 (1) ·
69920 (1) ·
7000 (1) ·
77034 (1) ·
954 (1)
Clearance 116:
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