Drilldown: bridge data
From Indian River Lagoon Project
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Route 005d:
Features 006a:
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'LOXAHATCHEE RIV NW FORK ' (1) ·
'M-2 CANAL ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'ROEBUCK CREEK ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SCOTTS CANAL ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
'St. Sebastian River ' (1) ·
'Sweetwater Creek ' (1) ·
'Sykes Creek ' (1) ·
'WARNER CREEK ' (1) ·
'WPB CANAL C-51 ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Becker Rd. ' (1) ·
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'Cassadaga Road ' (1) ·
'CR-606 (Oslo Rd) ' (1) ·
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'I 95 SR 9 ' (1) ·
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'SR70 EB Okeechobee' (1) ·
'TROPICALIA AVE. ' (1) ·
'Viera Blvd EB ' (1) ·
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Number 008:
700193 (1) ·
704096 (1) ·
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940157 (1) ·
941001 (1) ·
944018 (1)
Location 009:
'0.1 mile S of I-95 ' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.2Mi. W of Valkaria Rd. ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6Mi W of US-1 ' (1) ·
'0.6Mi. W of SR-A1A ' (1) ·
'0.75 mi. E. of I-95 ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.8 MI East of I-95 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'SR-80 & Military Trail ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26200920 (1) ·
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28212603 (1) ·
28575858 (1) ·
29064881 (1) ·
29131187 (1)
Longitude 017:
80040610 (1) ·
80040740 (1) ·
80040825 (1) ·
80041914 (1) ·
80052285 (1) ·
80054960 (1) ·
80061380 (1) ·
80064300 (1) ·
80075632 (1) ·
80095067 (1) ·
80121090 (1) ·
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80162515 (1) ·
80184167 (1) ·
80200100 (1) ·
80221334 (1) ·
80225301 (1) ·
80231829 (1) ·
80274947 (1) ·
80302066 (1) ·
80302110 (1) ·
80321860 (1) ·
80324763 (1) ·
80340513 (1) ·
80403783 (1) ·
80404702 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80434440 (1) ·
80434460 (1) ·
80443473 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1) ·
81012996 (1) ·
81061122 (1) ·
81151506 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
10500 (1) ·
106500 (1) ·
1200 (1) ·
121 (1) ·
12100 (1) ·
14400 (1) ·
1550 (1) ·
18100 (1) ·
1950 (1) ·
200 (1) ·
22000 (1) ·
232000 (1) ·
23500 (1) ·
23750 (1) ·
26500 (1) ·
28500 (1) ·
3087 (1) ·
3250 (1) ·
3550 (1) ·
4 (1) ·
43000 (1) ·
54 (1) ·
6174 (1) ·
70815 (1) ·
7700 (1) ·
8400 (1) ·
8800 (1) ·
9100 (1) ·
9900 (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)
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: (Click arrow to add another value)
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 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:
1000 (1) ·
10712 (1) ·
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13360 (1) ·
14574 (1) ·
150 (1) ·
15268 (1) ·
15788 (1) ·
17176 (1) ·
1800 (1) ·
18218 (1) ·
184778 (1) ·
20993 (1) ·
20994 (1) ·
2275 (1) ·
24984 (1) ·
26400 (1) ·
2689 (1) ·
27150 (1) ·
300 (1) ·
402520 (1) ·
40772 (1) ·
41206 (1) ·
45978 (1) ·
49448 (1) ·
5356 (1) ·
5639 (1) ·
6 (1) ·
6159 (1) ·
63 (1) ·
74605 (1)
Clearance 116:
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