Drilldown: bridge data
From Indian River Lagoon Project
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12148 (1) ·
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Route 005d:
Features 006a:
'C-51 Canal ' (1) ·
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'E-2 East Canal ' (1) ·
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'F.P.F.W.C.D. Canal No. 1' (1) ·
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'LAT CANAL (LK WORTH INT)' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'Lateral B Canal ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'PHIPP CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'US-192 ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CENTER DRIVE ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'ENGLAR DRIVE ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 ' (1) ·
'Levee Road ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'NW 2ND ST ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SE 7TH STREET ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-404 EB ' (1) ·
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'SR-808 Glades Road' (1) ·
'SR91 N/S TPK 126.5' (1) ·
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'SR91 SB ON RP 81.9' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
Number 008:
700076 (1) ·
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Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.9MI W OF SCHUMANN RD ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'At CR-613 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 over US-192 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'No. City Line Boca Raton ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26220391 (1) ·
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28291220 (1)
Longitude 017:
80042598 (1) ·
80045345 (1) ·
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80505570 (1)
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
10500 (1) ·
11700 (1) ·
13300 (1) ·
13600 (1) ·
15800 (1) ·
1750 (1) ·
20500 (1) ·
2150 (1) ·
21500 (1) ·
23000 (1) ·
2302 (1) ·
2600 (1) ·
27000 (1) ·
31000 (1) ·
3400 (1) ·
40000 (1) ·
44400 (1) ·
47500 (1) ·
55500 (1) ·
68500 (1) ·
7300 (1) ·
7500 (1) ·
800 (1) ·
8100 (1) ·
8250 (1) ·
9500 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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:
Inspect Date 090: (Click arrow to add another value)
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 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:
114000 (1) ·
118848 (1) ·
12666 (1) ·
13012 (1) ·
14054 (1) ·
14314 (1) ·
150 (1) ·
15000 (1) ·
18218 (1) ·
20300 (1) ·
23076 (1) ·
23596 (1) ·
2603 (1) ·
27413 (1) ·
3036 (1) ·
32400 (1) ·
35568 (1) ·
37302 (1) ·
39905 (1) ·
3994 (1) ·
4511 (1) ·
53785 (1) ·
5899 (1) ·
69400 (1) ·
77034 (1) ·
82412 (1) ·
960 (1) ·
96292 (1)
Clearance 116:
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