Guniting has to be done. Cracks on abutment surface. Replacement of wearing coat Wearing coat and expansion joint damaged. and expansion Guniting has to be done. Shear cracks on deck slab. Vegetation has to be cleaned. Vegetation growth on abutment wall, abutment cap and wing wall. Guniting has to be done. Cracks on abutment surface. Replacement of wearing coat Wearing coat and expansion joint and expansion joint. damaged. To be sealed with concrete Spalling of concrete at bottom of Brick + 3 546+640 546+740 Minor 3 x 3.8 deck slab. curing membrane. RCC Deck slab reinforcement exposed Reinforcement has to be and heavily rusted. cleaned and the area to be coated with bonding grout and new concrete to be placed firmly into clean area and cured. Abutment cap and pier cap to Abutment cap and pier cap deteriorating. be repaired. Brick + High vegetation growth on Vegetation has to be cleaned. 4 553+745 553+850 Minor 2 x 3.7 RCC abutment cap and pier cap. Wearing coat and expansion joint Replacement of wearing coat damaged. and expansion joint. Reconstruction of return wall. Cantilever return wall failed. Replacement of wearing coat Wearing coat and expansion joint 5 566+230 566+475 RCC 2 x 15 damaged. and expansion joint. Replacement of the girder. Shear cracks on girders. “I” “I” Abutment cap and pier cap to Abutment cap and pier cap Brick + 6 574+670 574+840 deteriorating. be repaired. 2 x 3.5 RCC
Cracks on abutment surface. Guniting has to be done. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion Shear cracks on deck slab. Guniting has to be done. 3 546+640 546+740 Minor Brick + RCC 3 x 3.8 Vegetation growth on abutment wall, abutment cap and wing wall. Vegetation has to be cleaned. Cracks on abutment surface. Guniting has to be done. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Spalling of concrete at bottom of deck slab. To be sealed with concrete curing membrane. Deck slab reinforcement exposed and heavily rusted. Reinforcement has to be cleaned and the area to be coated with bonding grout and new concrete to be placed firmly into clean area and cured. 4 553+745 553+850 Minor Brick + RCC 2 x 3.7 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired. High vegetation growth on abutment cap and pier cap. Vegetation has to be cleaned. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. 5 566+230 566+475 RCC 2 x 15 Cantilever return wall failed. Reconstruction of return wall. Wearing coat and expansion joint damaged. Replacement of wearing coat and expansion joint. Shear cracks on “I” girders. Replacement of the “I” girder. 6 574+670 574+840 Brick + RCC 2 x 3.5 Abutment cap and pier cap deteriorating. Abutment cap and pier cap to be repaired.
IR-August%202014.docx