Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
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'Mercer Ave./CSX RR/Canal' (1) ·
'Moore's Creek ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Reed Canal ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
'WPB WATER SUPPLY CANAL ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'1st St SW ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'5th Street ' (1) ·
'Belvede to NB I-95' (1) ·
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'CR-612 8th Street ' (1) ·
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'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
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'Investment Lane ' (1) ·
'Lake Ashby Road ' (1) ·
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'Linton Blvd. ' (1) ·
'LittleRanchesTrail' (1) ·
'MURPHY RD ' (1) ·
'N 13th Street ' (1) ·
'PINE RIDGE WAY ' (1) ·
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'SR-91 TPK NB 131.0' (1) ·
'US-441 SR-15 ' (1) ·
'Valkaria Road ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR 786 ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
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Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5 Mile West of I-95 ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 Miles West of US-1 ' (1) ·
'200ft. East of SR-415 ' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'At 58th Ave ' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'North of Belvedere Rd ' (1) ·
'South Side of US-98 ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
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Longitude 017:
80040300 (1) ·
80040933 (1) ·
80045781 (1) ·
80052862 (1) ·
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81190878 (1)
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
12700 (1) ·
1440 (1) ·
15600 (1) ·
172 (1) ·
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17750 (1) ·
18657 (1) ·
200 (1) ·
2171 (1) ·
22200 (1) ·
2300 (1) ·
26500 (1) ·
2700 (1) ·
283 (1) ·
2900 (1) ·
34000 (1) ·
34500 (1) ·
3600 (1) ·
38250 (1) ·
4200 (1) ·
42500 (1) ·
440 (1) ·
45000 (1) ·
4600 (1) ·
55000 (1) ·
6 (1) ·
6100 (1) ·
6480 (1) ·
7161 (1) ·
7300 (1) ·
7400 (1) ·
7900 (1) ·
9150 (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 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)
Future 114:
10584 (1) ·
11243 (1) ·
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12666 (1) ·
12839 (1) ·
15875 (1) ·
1665 (1) ·
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2000 (1) ·
208 (1) ·
22388 (1) ·
27066 (1) ·
2741 (1) ·
30362 (1) ·
30796 (1) ·
342 (1) ·
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400 (1) ·
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4685 (1) ·
5032 (1) ·
58990 (1) ·
59858 (1) ·
66364 (1) ·
694 (1) ·
7287 (1) ·
73738 (1) ·
78075 (1) ·
7981 (1) ·
9 (1) ·
95425 (1) ·
9600 (1)
Future Year 115: (Click arrow to add another value)
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