I-95 Providence Viaduct Project

Project Description

Existing Conditions Photos

Supporting Documents

Letters of Support

Existing Conditions Photographs

» Deck Condition Photographs

Click on a photo below to view the full-size version.

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.
DECK PHOTO 2: TYPICAL UNDERSIDE DECK. NOTE LARGE SURFACE SPALLS, PATCHES HOLLOW CONCRETE, AND WIDESPREAD MAP CRACKING WITH EFFLORECENT LEAKAGE.
DECK PHOTO 3: SEVERE SCALING AND SPALLING AT FASCIA OVERHANG AND SAFETYWALK
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.

» Girder Condition Photographs

GIRDER PHOTO 1: TYPICAL CRACK IN CORROSION PROTECTION CAP OF POST-TENSION ANCHOR
GIRDER PHOTO 2: 1-25/32" LONG CRACK IN GIRDER WEB AT THE CONNECTION PLATE
GIRDER PHOTO 3: 1-3/4" LONG HORIZONTAL AND 5/8" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE
GIRDER PHOTO 4: 3/4" LONG HORIZONTAL AND ¼" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE.
GIRDER PHOTO 5: 3-3/16" LONG CRACK IN WEB NEAR THE TOP FLANGE OF THE EXTERIOR SIDE OF THE FASCIA GIRDER
GIRDER PHOTO 6: 2" LONG HORIZONTAL AND 1-1/4" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE.
GIRDER PHOTO 7: 1-13/16" HORIZONTAL AND ¾" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE
GIRDER PHOTO 8: 2-5/8" LONG CRACK IN GIRDER
GIRDER PHOTO 9: 1-3/4" LONG CRACK IN GIRDER WEB AT THE CONNECTION PLATE
GIRDER PHOTO 10: 2-7/16" LONG WRAP-AROUND CRACK IN THE CONNECTION PLATE
GIRDER PHOTO 11: BOTTOM FLANGE “KICKED" TO THE EAST.
GIRDER PHOTO 12: 1/8" CRACK IN TRANSVERSE STIFFENER WELD TO WEB OF GIRDER.
GIRDER PHOTO 13: CRACK IN COPE OF TOP HORIZONTAL MEMBER OF DIAPHRAGM WITH ARRESTING HOLE. CRACK EXTENDS 7/16" BEYOND HOLE.
GIRDER PHOTO 14: 1-7/8" LONG HORIZONTAL AND 5/16" LONG DIAGONAL CRACK IN GIRDER WEB AT THE CONNECTION PLATE
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
GIRDER PHOTO 16: 1-7/8" LONG CRACK IN GIRDER
GIRDER PHOTO 17: 1-3/16" LONG CRACK IN TOP HORIZONTAL WELD OF BOTTOM HORIZONTAL MEMBER IN THE DIAPHRAGM
 

» Abutment Condition Photographs

ABUTMENT PHOTO 1: HOLLOW PATCHES, RANDOM CRACKS WITH RUST BLEEDING, LOOSE JOINT FILLER. SOUTH ABUTMENT STEM
 

» Pier Condition Photographs

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
PIER PHOTO 2: GROUT POCKET SPALLED OFF (11" DEEP). FACE OF ANCHORAGES EXPOSED AND EXHIBITING HEAVY RUST
PIER PHOTO 3: 6' WIDE BY 15' HIGH SPALL AND HOLLOW AREA ON SOUTH FACE OF PIER.
PIER PHOTO 4: END OF PIER CAP HOLLOW AND SPALLED WITH EXPOSED, DISLODGED STIRRUPS AND EXPOSED POST TENSION ANCHOR PLATE(S)
PIER PHOTO 5: END OF PIER CAP HOLLOW AND SPALLED WITH EXPOSED, DISLODGED STIRRUPS AND EXPOSED POST TENSION ANCHOR PLATES
 
Site last updated: April 18, 2014 | © 2014 Rhode Island Department of Transportation