Drilldown: bridge data
From Indian River Lagoon Project
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Facility 007:
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US-1 (1)
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Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.25 miles S/O SR 794 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
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'2 mi. N of Lantana Rd ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
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'AT SR-7 & Hypoluco Rd ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
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'E Congress Ave. & W I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
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'Just E SR 7-Forest Hill ' (1) ·
'Just West of I 95 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'N of Bellevue Overpass ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-400 and Nova Rd. ' (1) ·
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'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'W of I 95 on Woolbright ' (1) ·
US-1 over Horse Creek (1)
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Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
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48000 (1) ·
48500 (1) ·
49000 (1) ·
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5000 (1) ·
52000 (1) ·
54000 (1) ·
55500 (1) ·
57500 (1) ·
720 (1) ·
98900 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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) ·
N/A (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:
Direction 102:
Rebuilt 106:
Deck Type 107:
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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)
Future 114:
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864 (1) ·
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99763 (1)
Clearance 116:
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