Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
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'Turkey Creek ' (1) ·
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Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
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I-95 (1)
Number 008:
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Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.2 Miles East of US-1 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Lake Washington Rd ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-95 over Midway Road ' (1) ·
'Palm Beach Garden Interch' (1) ·
'US-192 WB-Indian River ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
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29060108 (1) ·
29083995 (1)
Longitude 017:
80024400 (1) ·
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80043160 (1) ·
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Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
100 (1) ·
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150 (1) ·
15900 (1) ·
16747 (1) ·
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200 (1) ·
2000 (1) ·
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37000 (1) ·
39000 (1) ·
480 (1) ·
50 (1) ·
500 (1) ·
516 (1) ·
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5700 (1) ·
5975 (1) ·
600 (1) ·
7400 (1) ·
85750 (1) ·
8800 (1) ·
9000 (1) ·
9500 (1) ·
9633 (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 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)
Culvert 062:
N/A (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:
Direction 102:
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 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)
Future 114:
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16482 (1) ·
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200 (1) ·
2500 (1) ·
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27587 (1) ·
30796 (1) ·
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32445 (1) ·
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400 (1) ·
50 (1) ·
50848 (1) ·
55954 (1) ·
580 (1) ·
600 (1) ·
63328 (1) ·
64195 (1) ·
67665 (1) ·
6812 (1) ·
720 (1) ·
832 (1) ·
9456 (1) ·
9890 (1)
Clearance 116:
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