2015-Inspection-Report-Photos.pdf

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Opekiska Lock and Dam - Whiteday Creek Bridge Repairs
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W911WN-16-R-8006
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2015 Inspection Report Photos

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Photo 1: West elevation

Photo 2: Looking east

Page 10 of 25Reports

1/19/2016https://cebis.usace.army.mil/brg/cebis_2.rpts_dtl_utl.rpt_open?p_url=entire_rpt

Photo 3: Loooking west

Photo 4: General view of bridge underside

Page 11 of 25Reports

Photo 5: South abutment elevation

Photo 6: Looking south from north approach

Page 12 of 25Reports

Photo 7: Looking north from south approach

Photo 8: Water staining and leakage between Main Span box beams with efflorescence

Page 13 of 25Reports

Photo 9: Beam 8, Main Span, 15 exposed prestressing strands

Photo 10: Beam 7, Main Span, 14 exposed prestressing strands

Page 14 of 25Reports

Photo 11: Pier 1, large spall at northwest end

Photo 12: Pier 2, scaling at waterline

Page 15 of 25Reports

Photo 13: Pier 2 south face, top 2' between Beams 2 and 7 with spalls and delaminations

Photo 14: Typical minor surface corrosion at bearings (Pier 2 south face shown)

Page 16 of 25Reports

Photo 15: Typical longitudinal crack in deck bituminous wearing surface

Photo 16: Typical reflective longitudinal cracks in wearing surface over box beam joints

Page 17 of 25Reports

Photo 17: Heaving of bituminous wearing surface at Pier 1 deck joint

Photo 18: Heaving of bituminous wearing surface at Pier 2 deck joint

Page 18 of 25Reports

Photo 19: Heaving of bituminous wearing surface at South Abutment deck joint

Photo 20: Heaving of bituminous wearing surface at North Abutment deck joint. Note north approach settllement up to 1.75-in

Page 19 of 25Reports

Photo 21: No transition from approach guardrail to bridge railing (typical) Additional Information may be found at:

Main Span Exposed Strand Locations 2015 Underwater Inspection

Page 20 of 25Reports

Date: 7/15/15 Drawn by: AK

Plan View of Beam Bottom Flanges

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