Drilldown: bridge data
From Indian River Lagoon Project
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Date: (Click arrow to add another value)
County 003:
Place 004:
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Route 005d:
Features 006a:
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'PGA Blvd SR 786 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 N/S TPK ' (1) ·
'TAYLOR CREEK ' (1) ·
'Turkey Creek ' (1) ·
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Lake Washington Road (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
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'CR712 MDWYRD 150.3' (1) ·
'Dairy Rd ' (1) ·
'DARWIN BLVD ' (1) ·
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'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
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'I-95 NB ' (1) ·
'Levee Road ' (1) ·
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'NORTHLAKE BLVD(EB)' (1) ·
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'SB I 95 SR 9 ' (1) ·
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'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
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Number 008:
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Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Dairy Rd - I-95 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Hull Road - I-95 ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'LPGA Blvd. at I-95 ' (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-405 WB - US-1 ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'US-1 over Turkey Creek ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
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Longitude 017:
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80422199 (1) ·
80451679 (1) ·
80472222 (1) ·
80482471 (1) ·
80482472 (1) ·
80512802 (1) ·
81061122 (1) ·
81071887 (1)
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
101541 (1) ·
11700 (1) ·
12250 (1) ·
13600 (1) ·
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2000 (1) ·
20500 (1) ·
21500 (1) ·
226000 (1) ·
23000 (1) ·
2600 (1) ·
26500 (1) ·
27000 (1) ·
3000 (1) ·
31000 (1) ·
41250 (1) ·
4500 (1) ·
4700 (1) ·
675 (1) ·
68500 (1) ·
7100 (1) ·
7500 (1) ·
7700 (1) ·
8100 (1) ·
85750 (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 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:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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:
None (1) ·
118848 (1) ·
12318 (1) ·
13012 (1) ·
13360 (1) ·
14054 (1) ·
148776 (1) ·
150 (1) ·
15000 (1) ·
176174 (1) ·
20300 (1) ·
21254 (1) ·
23596 (1) ·
2500 (1) ·
27413 (1) ·
2950 (1) ·
32400 (1) ·
35568 (1) ·
37302 (1) ·
392110 (1) ·
39905 (1) ·
4000 (1) ·
4511 (1) ·
45978 (1) ·
53785 (1) ·
71569 (1) ·
7808 (1) ·
8154 (1)
Clearance 116:
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