Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
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'LEVEE NO. 8 ' (1) ·
'LEVEE NO.8 ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'N Fork Loxahatchee River' (1) ·
'S-5 Discharge Canal ' (1) ·
'SWA Retention Canal ' (1)
Critical 006b:
Facility 007:
'Benoist Farms Rd ' (1) ·
'Blue Heron Blvd. ' (1) ·
'E/B S.R. 704 ' (1) ·
'Haverhill Rd ' (1) ·
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'SR A1A ' (1) ·
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'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 96.55' (1) ·
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'US-1 (SR-5) ' (1) ·
'US-98 (SR-80) ' (1) ·
'US-98 SR700 US441 ' (1) ·
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'W/B S.R. 704 ' (1)
Number 008:
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Location 009:
'0.14MI N of Indiantown Rd' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
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'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'300FT East of CR-717 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'Just North of SR-850 ' (1) ·
'No. City Line Boca Raton ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'SR-700 CANAL POINT ' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
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26555800 (1) ·
26561000 (1) ·
26563620 (1) ·
26572884 (1)
Longitude 017:
80024000 (1) ·
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80324800 (1) ·
80334956 (1) ·
80375380 (1) ·
80380610 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80492277 (1)
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
10000 (1) ·
11700 (1) ·
120 (1) ·
12600 (1) ·
12750 (1) ·
13300 (1) ·
13716 (1) ·
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15300 (1) ·
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250 (1) ·
26500 (1) ·
2700 (1) ·
31000 (1) ·
3200 (1) ·
34500 (1) ·
37000 (1) ·
4 (1) ·
4200 (1) ·
47500 (1) ·
500 (1) ·
5850 (1) ·
6 (1) ·
6042 (1) ·
6650 (1) ·
7200 (1) ·
77000 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (1)
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)
Future 114:
10150 (1) ·
10800 (1) ·
10875 (1) ·
11538 (1) ·
133595 (1) ·
150 (1) ·
15000 (1) ·
180 (1) ·
20300 (1) ·
20574 (1) ·
21861 (1) ·
22121 (1) ·
23076 (1) ·
25331 (1) ·
26546 (1) ·
34353 (1) ·
4 (1) ·
450 (1) ·
45978 (1) ·
46846 (1) ·
5040 (1) ·
53785 (1) ·
5552 (1) ·
59858 (1) ·
6 (1) ·
625 (1) ·
64195 (1) ·
82412 (1) ·
9 (1)
Clearance 116:
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