Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Direction 005e:
Features 006a:
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'FLORIDA TURNPIKE SR-91 ' (1) ·
'Grant Canal ' (1) ·
'Holly Drive ' (1) ·
'L-6 Canal ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Nova Canal ' (1) ·
'Ross Creek ' (1) ·
'SR 60 ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Summit Boulevard ' (1) ·
'Triple box culvert ' (1) ·
'West Palm Beach Canal ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'Boynton Bch Blvd ' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
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'Malabar Rd ' (1) ·
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'NB US-441 (SR-7) ' (1) ·
'Okeechobee Rd. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
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'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US-1 ' (1) ·
'West Atlantic Ave.' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
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Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.4 Mi N of Grant Rd. ' (1) ·
'0.5 Mi S of SR-407 ' (1) ·
'0.5 mi. N of N Lakes Blvd' (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) ·
'1/2 mile W of SR-809 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 over SR-60 ' (1) ·
'Just West of I 95 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-400 and Nova Rd. ' (1) ·
'SR-5A at 3rd St ' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'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)
Latitude 016:
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Longitude 017:
80040685 (1) ·
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81014150 (1) ·
81025860 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
11321 (1) ·
115000 (1) ·
116000 (1) ·
16600 (1) ·
171500 (1) ·
17700 (1) ·
23000 (1) ·
26000 (1) ·
27000 (1) ·
27500 (1) ·
29500 (1) ·
32750 (1) ·
36000 (1) ·
36500 (1) ·
42000 (1) ·
42500 (1) ·
42764 (1) ·
43500 (1) ·
45000 (1) ·
46500 (1) ·
47500 (1) ·
48000 (1) ·
48500 (1) ·
5000 (1) ·
52000 (1) ·
54000 (1) ·
55500 (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) ·
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:
13132 (1) ·
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199525 (1) ·
201260 (1) ·
28801 (1) ·
297552 (1) ·
30710 (1) ·
39905 (1) ·
45110 (1) ·
46845 (1) ·
47712 (1) ·
51182 (1) ·
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6000 (1) ·
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63328 (1) ·
72870 (1) ·
73738 (1) ·
74196 (1) ·
75472 (1) ·
75473 (1) ·
78075 (1) ·
80678 (1) ·
82413 (1) ·
83280 (1) ·
84148 (1) ·
864 (1) ·
90220 (1) ·
93690 (1) ·
96292 (1)
Clearance 116:
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