| Existing Conditions Photographs
» Deck Condition Photographs
Click on a photo below to view the full-size version.
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| DECK PHOTO 1: LARGE SURFACE SPALL AT UNDERSIDE OF DECK, 3' WIDE X 12' LONG, 2-1/2" DEEP. MAIN REINFORCEMENT IS FULLY EXPOSED AND UNBONDED TO CONCRETE. |
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| DECK PHOTO 2: TYPICAL UNDERSIDE DECK. NOTE LARGE SURFACE SPALLS, PATCHES HOLLOW CONCRETE, AND WIDESPREAD MAP CRACKING WITH EFFLORECENT LEAKAGE. |
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| DECK PHOTO 3: SEVERE SCALING AND SPALLING AT FASCIA OVERHANG AND SAFETYWALK |
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| DECK PHOTO 4: 2' DIAMETER BY 2-1/2" DEEP SPALL WITHIN A HOLLOW AREA OF 8' X 9' AT THE UNDERSIDE OF THE DECK. |
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» Girder Condition Photographs
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| GIRDER PHOTO 1: TYPICAL CRACK IN CORROSION PROTECTION CAP OF POST-TENSION ANCHOR |
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| GIRDER PHOTO 2: 1-25/32" LONG CRACK IN GIRDER WEB AT THE CONNECTION PLATE |
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| GIRDER PHOTO 3: 1-3/4" LONG HORIZONTAL AND 5/8" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE |
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| GIRDER PHOTO 4: 3/4" LONG HORIZONTAL AND ¼" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE. |
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| GIRDER PHOTO 5: 3-3/16" LONG CRACK IN WEB NEAR THE TOP FLANGE OF THE EXTERIOR SIDE OF THE FASCIA GIRDER |
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| GIRDER PHOTO 6: 2" LONG HORIZONTAL AND 1-1/4" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE. |
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| GIRDER PHOTO 7: 1-13/16" HORIZONTAL AND ¾" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE |
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| GIRDER PHOTO 8: 2-5/8" LONG CRACK IN GIRDER |
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| GIRDER PHOTO 9: 1-3/4" LONG CRACK IN GIRDER WEB AT THE CONNECTION PLATE |
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| GIRDER PHOTO 10: 2-7/16" LONG WRAP-AROUND CRACK IN THE CONNECTION PLATE |
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| GIRDER PHOTO 11: BOTTOM FLANGE “KICKED" TO THE EAST. |
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| GIRDER PHOTO 12: 1/8" CRACK IN TRANSVERSE STIFFENER WELD TO WEB OF GIRDER. |
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| GIRDER PHOTO 13: CRACK IN COPE OF TOP HORIZONTAL MEMBER OF DIAPHRAGM WITH ARRESTING HOLE. CRACK EXTENDS 7/16" BEYOND HOLE. |
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| GIRDER PHOTO 14: 1-7/8" LONG HORIZONTAL AND 5/16" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE |
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| GIRDER PHOTO 15: 2" LONG HORIZONTAL AND 1/8" LONG DIAGONAL CRACK IN GIRDER WEB. 5/8" VERTICAL CRACK IN WELD OF CONNECTION PLATE TO GIRDER WEB |
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| GIRDER PHOTO 16: 1-7/8" LONG CRACK IN GIRDER |
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| GIRDER PHOTO 17: 1-3/16" LONG CRACK IN TOP HORIZONTAL WELD OF BOTTOM HORIZONTAL MEMBER IN THE DIAPHRAGM |
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» Abutment Condition Photographs
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| ABUTMENT PHOTO 1: HOLLOW PATCHES, RANDOM CRACKS WITH RUST BLEEDING, LOOSE JOINT FILLER. SOUTH ABUTMENT STEM |
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» Pier Condition Photographs
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| PIER PHOTO 1: SPALLED GROUT COVER, CONATMINATED SAND-LIKE CONCRETE, HEAVY RUST BLEEDING AT THE POST TENSION ANCHOR, PORTION OF POST TENSION ANCHOR PLATE IS EXPOSED |
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| PIER PHOTO 2: GROUT POCKET SPALLED OFF (11" DEEP). FACE OF ANCHORAGES EXPOSED AND EXHIBITING HEAVY RUST |
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| PIER PHOTO 3: 6' WIDE BY 15' HIGH SPALL AND HOLLOW AREA ON SOUTH FACE OF PIER. |
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| PIER PHOTO 4: END OF PIER CAP HOLLOW AND SPALLED WITH EXPOSED, DISLODGED STIRRUPS AND EXPOSED POST TENSION ANCHOR PLATE(S) |
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| PIER PHOTO 5: END OF PIER CAP HOLLOW AND SPALLED WITH EXPOSED, DISLODGED STIRRUPS AND EXPOSED POST TENSION ANCHOR PLATES |
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