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REPAIR AND RETROFIT METHODS
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Table 107 ACI repair methods for deteriorated concrete (continued) Method Purpose Selection of Material Polymer materials used for gravity feed crack repairs are epoxies and high molecular weight methacrylates (HMWM)
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Structural crack repairs It uses a thin polymer resin to ll the Gravity feed with resin (ACI RAP-2) crack Used for shrinkage cracks and settlement cracks that have stabilized Spall repair by low-pressure spraying (ACI RAP-3)
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Used for surface/ structural repairs Low-pressure spray-applied or cosmetic renovation Spray can repair materials are proprietary, be formulated for freeze-thaw prepackaged cementitious products durability, sulfate resistance, low permeability Used on vertical surfaces such as walls, columns, beam sides and bottoms All mixture proportions should be optimized to minimize drying shrinkage Shrinkage testing in accordance with ASTM C 157 measured over a 120-day period Separate bonding agents such as grouts or epoxy are not commonly used with this technique
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Surface repairs using form-andpour techniques (ACI RAP-4)
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Surface repair using form-andpump techniques (ACI RAP-5) Vertical/overhead spall repair by hand application (ACI RAP-6)
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Ideal for shallow surface repairs Both Portland cement-based and Thin overlays of mortar are cosmetic resin-based in nature repair mortars have been used
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Spall Repair Of Horizontal Concrete Deterioration caused by corrosion of Water cement ratio (w/c) of not Surfaces (ACI RAP-7) embedded reinforcement resulting more than 040 should be used in delamination and spalling Compressive strength should not be less than 4000 psi Other properties such as low shrinkage Spall repairs 1 Uniform aggregate distribution pre-placed aggregate (PPA) method and density are achieved; (ACI RAP-9) 2 Ratio of aggregate-to-cement paste is higher than in placeable concrete; 3 Aggregate can be placed in hard-to-reach locations; 4 Shrinkage is reduced by 50 to 100% Use sound, tested, properly graded aggregate Test aggregate for reactivity in accordance with ASTM C 1260 Grade the aggregate in accordance with the recommendations of Table 1 of ACI 3041R
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PRESTRESSED CONCRETE BRIDGES
Repair of Prestressed Concrete Bridges
Repair and rehabilitation of damaged or deteriorated prestressed concrete beams, especially the repair of beams that were damaged by oversize vehicles, is required on all rehabilitation projects The affected structures should be monitored regularly as part of the inspection process, and joints, particularly on prestressed concrete box beam structures, should be kept watertight Reference NCHRP Synthesis of Highway Practice 140, Durability of Prestressed Concrete Highway Structures, when addressing items such as:
CONCRETE REPAIR METHODS
1 NCHRP Report 226, Damage Evaluation and Repair Methods for Prestressed Concrete Bridge Members 2 NCHRP Synthesis Report 280, Guidelines for Evaluation and Repair of Prestressed Concrete Bridge Members The above reports contain a considerable amount of data on how to repair spalls, splice severed strands, and strengthen beams through the addition of strands
1072 Rehabilitation of Prestressed Concrete
For defects in prestressed concrete beams post-tensioning is used to eliminate: Corrosion of prestressing steel Prestress loss End block cracks Debonding of strands: Spalling of the bearing areas is primarily caused by the in ltration of salt-laden runoff through leaky joints, with subsequent chloride saturation of the beam ends and resulting rusting of mild steel in the beam ends, and worse, rusting and debonding of prestressing strands
BRIDGES LOCATED ON RIVERS
Substructure Rehabilitation Issues
Following are examples of substructure rehabilitation issues: 1 Geotechnical issues and foundation design 2 Foundation erosion 3 Scour countermeasures design: These have additional issues from ood erosion In addition to areas for repairs identi ed in the underwater inspection and evaluation report performed by the diving team, a eld inspection and an underwater inspection will be carried out for eld veri cation of the latest conditions Methods of repair for deteriorated concrete, repointing mortar joints, applicable design details from AASHTO or a state bridge design manual will be used 1 If current NBIS rating given in inspection report is say 6 for abutments and 5 for piers, the load rating will be upgraded by performing the recommended repairs 2 Performing substructure repairs both above and below the water line 3 Deteriorated expansion joint and back wall elements 4 Abutment shows deterioration 5 Abutment back wall has wide cracks at the north and south ends 6 Concrete aprons at the piers exhibit wide cracks 7 Tooth dam at abutment is not functioning and needs to be replaced 8 Remove build up of sand debris at piers 9 Remove any tree trunks or tree roots between piers 10 An estimate of cost and repair quantities will be prepared
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