Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12156 (1) ·
12157 (1) ·
12159 (1) ·
12160 (1) ·
12161 (1) ·
12162 (1) ·
12209 (1) ·
12241 (1) ·
15145 (1) ·
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15147 (1) ·
15150 (1) ·
15151 (1) ·
15152 (1) ·
15218 (1) ·
15239 (1) ·
15627 (1) ·
15628 (1) ·
15671 (1) ·
15719 (1) ·
15728 (1) ·
16031 (1) ·
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16081 (1) ·
16095 (1) ·
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19164 (1) ·
19217 (1) ·
19232 (1) ·
19469 (1) ·
19537 (1) ·
19538 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'CANAL L-20 ' (1) ·
'Clint Moore Road ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'Pine Street ' (1) ·
'SR 70 ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-524 ' (1) ·
'SR-528 ' (1) ·
'St Johns River ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CR68 ORNG AV 156.1' (1) ·
'CR708 125.4 ' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
'RDBGH RD 170.14 ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 NB TPK 189.1 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SR91 SB TPK 189.1 ' (1)
Number 008:
700084 (1) ·
700085 (1) ·
700087 (1) ·
700089 (1) ·
700090 (1) ·
700091 (1) ·
700150 (1) ·
700153 (1) ·
700197 (1) ·
880057 (1) ·
880058 (1) ·
880059 (1) ·
880060 (1) ·
880065 (1) ·
880066 (1) ·
880067 (1) ·
880068 (1) ·
890066 (1) ·
890083 (1) ·
890119 (1) ·
891000 (1) ·
930215 (1) ·
930223 (1) ·
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930412 (1) ·
930428 (1) ·
931000 (1) ·
940053 (1) ·
940055 (1) ·
940056 (1) ·
940057 (1) ·
940059 (1) ·
940060 (1) ·
940072 (1) ·
940073 (1) ·
940076 (1) ·
940083 (1) ·
940134 (1) ·
940951 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.4 MI S OF OSCEOLA CNTY ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'3.4 MI S INDIAN RIVER CO ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-528 EB-St Johns River ' (1) ·
'SR-528 WB at I-95 ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'SR-528 WB-St Johns River ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1)
Latitude 016:
26221756 (1) ·
26222497 (1) ·
26243201 (1) ·
26252638 (1) ·
26314099 (1) ·
26360866 (1) ·
27023878 (1) ·
27070362 (1) ·
27070395 (1) ·
27121998 (1) ·
27224619 (1) ·
27224640 (1) ·
27240944 (1) ·
27243006 (1) ·
27244449 (1) ·
27255887 (1) ·
27265121 (1) ·
27281279 (1) ·
27281300 (1) ·
27283929 (1) ·
27290688 (1) ·
27320060 (1) ·
27333342 (1) ·
27333344 (1) ·
27333350 (1) ·
27333412 (1) ·
27333414 (1) ·
27333415 (1) ·
27385917 (1) ·
27385953 (1) ·
28240359 (1) ·
28240437 (1) ·
28244206 (1) ·
28244249 (1) ·
28270757 (1) ·
28270988 (1) ·
28271054 (1) ·
28291220 (1) ·
28300578 (1)
Longitude 017:
80100849 (1) ·
80101504 (1) ·
80101701 (1) ·
80101799 (1) ·
80102132 (1) ·
80102470 (1) ·
80142214 (1) ·
80162916 (1) ·
80162980 (1) ·
80195431 (1) ·
80231097 (1) ·
80231141 (1) ·
80235220 (1) ·
80240119 (1) ·
80240727 (1) ·
80250650 (1) ·
80253838 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80333288 (1) ·
80363628 (1) ·
80410794 (1) ·
80410799 (1) ·
80434234 (1) ·
80434242 (1) ·
80454646 (1) ·
80454647 (1) ·
80454885 (1) ·
80454886 (1) ·
80491332 (1) ·
80493553 (1) ·
80501889 (1) ·
80505570 (1) ·
80513039 (1) ·
80513106 (1) ·
80522877 (1) ·
80534962 (1) ·
80534993 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
Superstructure 059: (Click arrow to add another value)
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:
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:
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