Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15230 (1) ·
15231 (1) ·
15744 (1) ·
15761 (1) ·
15762 (1) ·
16052 (1) ·
16053 (1) ·
16068 (1) ·
16069 (1) ·
16075 (1) ·
16079 (1) ·
16080 (1) ·
16082 (1) ·
17913 (1) ·
19209 (1) ·
19458 (1) ·
19459 (1) ·
19460 (1) ·
19461 (1) ·
19464 (1) ·
19465 (1) ·
19467 (1) ·
19541 (1) ·
19543 (1) ·
19544 (1) ·
19545 (1)
County 003:
Place 004:
Features 006a:
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR-712 Midway Road ' (1) ·
'Eau Gallie River ' (1) ·
'Header Creek Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR 70 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'Apollo Boulevard ' (1) ·
'CR-630 (41st St.) ' (1) ·
'EB SR 70 ' (1) ·
'Levee Road ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Park Road ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 70 EB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'WB SR-70 ' (1)
Number 008:
705604 (1) ·
884104 (1) ·
890110 (1) ·
890111 (1) ·
930447 (1) ·
930801 (1) ·
930802 (1) ·
930803 (1) ·
930804 (1) ·
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930808 (1) ·
930811 (1) ·
931002 (1) ·
931003 (1) ·
940086 (1) ·
940087 (1) ·
940111 (1) ·
940112 (1) ·
940120 (1) ·
940126 (1) ·
940127 (1) ·
940135 (1) ·
940136 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
Location 009:
'0.6 Mile West of US-27 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-95 over Midway Road ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1)
Latitude 016:
26195649 (1) ·
26200070 (1) ·
26200200 (1) ·
26284041 (1) ·
26342300 (1) ·
26352544 (1) ·
26352545 (1) ·
26354162 (1) ·
26401030 (1) ·
26410344 (1) ·
27121953 (1) ·
27122261 (1) ·
27220381 (1) ·
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27222697 (1) ·
27222932 (1) ·
27233900 (1) ·
27234232 (1) ·
27234592 (1) ·
27244459 (1) ·
27311700 (1) ·
27311955 (1) ·
27400430 (1) ·
28073710 (1)
Longitude 017:
80102169 (1) ·
80102377 (1) ·
80102433 (1) ·
80210453 (1) ·
80233923 (1) ·
80234014 (1) ·
80240091 (1) ·
80240291 (1) ·
80240662 (1) ·
80243196 (1) ·
80243677 (1) ·
80270180 (1) ·
80270543 (1) ·
80272980 (1) ·
80273077 (1) ·
80274510 (1) ·
80295150 (1) ·
80324763 (1) ·
80324769 (1) ·
80324800 (1) ·
80380610 (1) ·
80384610 (1) ·
80423700 (1) ·
80423874 (1) ·
80462658 (1) ·
80492277 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059:
Substructure 060:
Channel 061:
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:
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:
Clearance 116:
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