Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status:
Date: (Click arrow to add another value)
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'Drainage Canal ' (1) ·
'Drainage Canal Sand Cut ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1) ·
'Triple box culvert ' (1)
Critical 006b:
Facility 007:
'I 95 SR 9 ' (1) ·
'SR 91 TPK 79.75 ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-710 ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 SB TPK 100.15' (1) ·
'US98&441 SR700&15' (1)
Number 008:
930091 (1) ·
930121 (1) ·
930142 (1) ·
930146 (1) ·
930159 (1) ·
930171 (1) ·
930178 (1) ·
930190 (1) ·
930215 (1) ·
930223 (1) ·
930235 (1) ·
930239 (1) ·
930333 (1) ·
930412 (1) ·
930416 (1) ·
930428 (1) ·
930447 (1) ·
930455 (1) ·
931001 (1)
Location 009:
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.0 MI SOUTH OF SR-806 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'4.1Mi N of WPB Canal ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
10500 (1) ·
106800 (1) ·
12600 (1) ·
171500 (1) ·
203082 (1) ·
213000 (1) ·
222000 (1) ·
3200 (1) ·
47500 (1) ·
4850 (1) ·
59800 (1) ·
68700 (1) ·
77000 (1) ·
78500 (1) ·
90900 (1) ·
98900 (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)
Direction 102: (Click arrow to add another value)
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:
103753 (1) ·
119194 (1) ·
133595 (1) ·
136198 (1) ·
157712 (1) ·
171592 (1) ·
18218 (1) ·
185298 (1) ·
21861 (1) ·
297552 (1) ·
352347 (1) ·
369555 (1) ·
385170 (1) ·
5552 (1) ·
82412 (1) ·
8415 (1)
Clearance 116:
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