Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12145 (1) ·
12198 (1) ·
13709 (1) ·
13710 (1) ·
15173 (1) ·
15237 (1) ·
15238 (1) ·
15250 (1) ·
15251 (1) ·
15761 (1) ·
16052 (1) ·
16053 (1) ·
16068 (1) ·
16069 (1) ·
16072 (1) ·
16073 (1) ·
16077 (1) ·
16078 (1) ·
16079 (1) ·
16080 (1) ·
16082 (1) ·
18750 (1) ·
19232 (1) ·
19464 (1) ·
19465 (1) ·
19466 (1) ·
19478 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'Dirksen Dr ' (1) ·
'I-4 ' (1) ·
'L-19 Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'Padgett Creek ' (1) ·
'SR 70 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Orange camp Rd. ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1)
Number 008:
700066 (1) ·
700138 (1) ·
790099 (1) ·
790100 (1) ·
790211 (1) ·
884047 (1) ·
890117 (1) ·
890118 (1) ·
890132 (1) ·
890133 (1) ·
891000 (1) ·
930807 (1) ·
930808 (1) ·
930809 (1) ·
931002 (1) ·
931012 (1) ·
940086 (1) ·
940087 (1) ·
940111 (1) ·
940112 (1) ·
940115 (1) ·
940116 (1) ·
940122 (1) ·
940123 (1) ·
940126 (1) ·
940127 (1) ·
940135 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-95 over Midway Road ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SR 91 at Jupiter Interch ' (1)
Latitude 016:
26290520 (1) ·
26342300 (1) ·
26352545 (1) ·
26354162 (1) ·
26562145 (1) ·
27023771 (1) ·
27023967 (1) ·
27070395 (1) ·
27070958 (1) ·
27071400 (1) ·
27211679 (1) ·
27211974 (1) ·
27222697 (1) ·
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27244459 (1) ·
27311700 (1) ·
27311955 (1) ·
27335447 (1) ·
28434007 (1) ·
28434100 (1) ·
28520760 (1) ·
28521801 (1) ·
28590460 (1)
Longitude 017:
80092080 (1) ·
80102377 (1) ·
80140214 (1) ·
80140445 (1) ·
80160809 (1) ·
80161732 (1) ·
80162916 (1) ·
80231981 (1) ·
80232174 (1) ·
80233923 (1) ·
80234014 (1) ·
80240662 (1) ·
80243196 (1) ·
80243677 (1) ·
80244973 (1) ·
80245174 (1) ·
80255073 (1) ·
80270180 (1) ·
80270543 (1) ·
80391185 (1) ·
80423700 (1) ·
80423874 (1) ·
80531567 (1) ·
80531664 (1) ·
81145411 (1) ·
81170324 (1) ·
81170942 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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:
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:
Showing below up to 27 results in range #1 to #27.
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