ID FLAP Canyon MULTI(1)_3025A1_Bridge-Inspection-Report.pdf
PDF 2 MB Posted
- Solicitation number
- 69056724B000009
About this file
This document is a Bridge Inspection Report for a bridge with the ID number 3025A1 located on Orchard Ave over the Burris Lateral in Canyon Highway District No. 4. The report details the condition of the bridge deck, superstructure, substructure, and other components, noting several areas in need of maintenance such as a spall exposing rebar on the south exterior girder and longitudinal cracks in the legs of several of the interior girders. The report provides the bridge's overall condition appraisal, geometric data, and inspection history, indicating it was last inspected in March 2022 and is due for its next inspection in 2024.
The related federal contract opportunity is Solicitation Number 69056724B000009 for the ID FLAP CANYON MULTI(1), Indiana and Orchard Shared Roadway project. This is an Invitation for Bidders (IFB) with two bid schedules, only one of which will be awarded. The IFB, plans, physical data, and construction contract administration documents are available as attachments. The procuring agency is the Department of Transportation Federal Highway Administration.
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Text version
Bridge ID Number: 3025A1
Street Name: Orchard Ave
Waterway: Burris Lateral
Location: E 240' Riverside
Canyon Highway District No. 4 Bridge Inspection Report
Commentary DECK: Concrete deck is in fair condition. Surface abrasion up to 3/16 inches deep prior to asphalt overlay.
Chipseal has sealed prior 1/16 inch longitudinal cracks in deck above beam joints. Asphalt wearing surface covering deck is in very good condition.
CURBS: Concrete curbs are in good condition.
SUPERSTRUCTURE: Structure consists of 8 prestressed double tees, in satisfactory condition. Surface scaling and light efflorescence underside top flange of double tees. Moisture seepage occurring between girders. High waterline touches bottom 4 inches of girder legs. 8 inch x 4 inch spall on underside of interior flange of south exterior girder near midspan, exposing mesh flange reinforcing. Longitudinal crack in bottom of legs (3" from bottom) of 3 southern tees (6 legs total) extending from east abutment to midspan; no spalling.
SUBSTRUCTURE: Reinforced concrete substructure is in good condition. Sedimentation along both abutments to within 1 foot of girder bottoms.
WINGWALLS: Concrete wingwalls are in good condition.
ROADWAY APPROACHES: Asphalt approaches are in very good condition. 1/8" transverse crack at east end of stucture.
EMBANKMENT: Canal embankments are in good condition.
CHANNEL/CHANNEL PROTECTION: Dirt and sand channel is in good condition.
SIGNS: Standard hazard markers all 4 corners.
UTILITIES: Overhead power south. Telephone conduit south edge of bridge.
WORK ACCOMPLISHED: None.
Inspector: Hughes Engineering 3/17/2022
MAINTENANCE RECOMMENDATIONS:
1) Seal transverse crack in asphalt at east end of structure.
Latitude 43d 35' 46.5" Longitude 116d 43' 19.5"
Condition
Appraisal
(36) Traffic Saftey Features:
Bridge Rail: 0 Substandard Transition: 0 Substandard Approach Rail: 0 Substandard Approach Rail Ends: 0 Substandard
Inspections
Last Inspection: 3/24/2020 This Inspection: 3/17/2022 Next Inspection: 2024 Inspection Frequency: 24 months Inspector: Hughes Engineering
Age and Service
Year Built: 1965
Year Reconstructed:
Year of ADT: 5/14/2001
Truck ADT:
Geometric Data
Wearing Surface
Concrete: 0 inches
Timber: 0 inches
Posting Information
Restricted:
Posting:
Max Axle:
Type 3:
Type 3S2:
Type 3-3:
(43) Structure Type: 502-Prestressed Concrete
(34) Skew: 0 degrees
Total SF: 770 sf
Drawings on File: Old NBIS MK #27530
(58) Deck: 5 Fair
(59) Superstructure: 6 Satisfactory
(60) Substructure: 7 Good
(61) Channel/Channel Protection: 7 Good
(62) Culvert: NA
Deficiency: Not Deficient
Street Name: Orchard Ave
Waterway: Burris Lateral
Location: E 240' Riverside
Canyon Highway District No. 4 Bridge Inspection Report
Sufficiency Rating: 63.0% Height from Footing: UNDET
(66) Inventory Rating*: 19 tons
(67) Structure Condition: 4 Tolerable
(68) Deck Geometry: 5 Above min tolerable
(69) Underclearance(vert hor): NA
(71) Waterway Adequacy: 8 Equal Desirable criteria
(72) Approach Roadway Align: 8 Equal Desirable criteria
(28) Lanes on: 2
(29) Average Daily Traffic: 1118
*conservative estimate
(51) Curb to curb Width: 30.2 ft
(48) Maximum Span Length: 18.8 ft
(49) Structure Length: 23.7 ft
(108) Wearing Surface: bituminous
(52) Width Out to Out: 32.5 ft
(32) Approach Roadway Width: 22 ft
(19) Detour Length: 2 mile(s)
Bridge ID number: 3025A1
Asphalt: 3.0 inches
Granular: 0 inches
Latitude: 43d 35' 46.5" Longitude: 116d 43' 19.5"
Canyon Highway District No. 4 Field Inspection Report Photos
Date: 3/17/2022 Roadway: Orchard Ave
Bridge Number: 3025A1 Feature Intersected: Burris Lateral
Looking east
Looking north
Description:
Roadway: Orchard Ave Feature Intersected: Burris Lateral
Canyon Highway District No. 4 Field Inspection Report Photos
Date: 3/17/2022 Bridge Number: 3025A1
Description:
Looking upstream (south)
Description:
Looking downstream (north)
Close-up of spall in top flange of south exterior girder
Roadway: Orchard Ave Feature Intersected: Burris Lateral
Underside view looking north
Canyon Highway District No. 4
Date: 3/17/2022 Bridge Number: 3025A1
Roadway: Orchard Ave Feature Intersected: Burris Lateral Date: 3/17/2022
Canyon Highway District No. 4
Close-up of longitudinal crack in interior leg of south exterior girder
Bridge Number: 3025A1
| 2022-05-18T13:37:42-0600 | |
| David J Hughes, PE |
File details come from the government source that posted it. Updated .