1974Civil engineeringRequires access

CONCRETE PAVEMENT REPLACED IN 1-1/2 HOURS

J E Simonsen

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Abstract

IN ORDER TO FIND A LASTING CONCRETE PAVEMENT REPAIR THAT WOULD REDUCE LANE CLOSURE TIME TO A MINIMUM, MICHIGAN HAS DEVELOPED TWO PROCEDURES TO DATE: PRECAST SLAB REPAIRS, AND REPAIRS WITH FAST-SETTING CONCRETE. A PREVIOUSLY SAWED 10 BY 12-FOOT CONCRETE AREA CAN BE REMOVED AND REPLACED WITH A PRECAST SLAB AND OPEN TO TRAFFIC IN APPROXIMATELY 1-1/2 HOURS. A REPAIR WITH FAST-SETTING CONCRETE CAN BE SUBJECTED TO TRAFFIC ABOUT SIX HOURS AFTER POURING. THE LIMITS OF THE FAILED AREA ARE SAWED FULL-DEPTH AND THE CONCRETE IS REMOVED WITHOUT DISTURBING THE EXISTING BASE. JOINTS BETWEEN THE OLD AND NEW SLAB MAY BE DOWELED OR UNDOWELED, AND CAN BE EITHER CONTRACTION OR EXPANSION JOINTS. EVALUATION TO DATE INDICATES THAT THE REPAIRS ARE PERFORMING SATISFACTORILY. (AUTHOR)

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What this paper is about

IN ORDER TO FIND A LASTING CONCRETE PAVEMENT REPAIR THAT WOULD REDUCE LANE CLOSURE TIME TO A MINIMUM, MICHIGAN HAS DEVELOPED TWO PROCEDURES TO DATE: PRECAST SLAB REPAIRS, AND REPAIRS WITH FAST-SETTING CONCRETE. A PREVIOUSLY SAWED 10 BY 12-FOOT CONCRETE AREA CAN BE REMOVED AND REPLACED WITH A PRECAST SLAB AND OPEN TO TRAFFIC IN APPROXIMATELY 1-1/2 HOURS. A REPAIR WITH FAST-SETTING CONCRETE CAN BE SUBJECTED TO TRAFFIC ABOUT SIX HOURS AFTER POURING. THE LIMITS OF THE FAILED AREA ARE SAWED FULL-DEPTH AND THE CONCRETE IS REMOVED WITHOUT DISTURBING THE EXISTING BASE. JOINTS BETWEEN THE OLD AND NEW SLAB MAY BE DOWELED OR UNDOWELED, AND CAN BE EITHER CONTRACTION OR EXPANSION JOINTS. EVALUATION TO DATE INDICATES THAT THE REPAIRS ARE PERFORMING SATISFACTORILY. (AUTHOR)

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Available abstract

IN ORDER TO FIND A LASTING CONCRETE PAVEMENT REPAIR THAT WOULD REDUCE LANE CLOSURE TIME TO A MINIMUM, MICHIGAN HAS DEVELOPED TWO PROCEDURES TO DATE: PRECAST SLAB REPAIRS, AND REPAIRS WITH FAST-SETTING CONCRETE. A PREVIOUSLY SAWED 10 BY 12-FOOT CONCRETE AREA CAN BE REMOVED AND REPLACED WITH A PRECAST SLAB AND OPEN TO TRAFFIC IN APPROXIMATELY 1-1/2 HOURS. A REPAIR WITH FAST-SETTING CONCRETE CAN BE SUBJECTED TO TRAFFIC ABOUT SIX HOURS AFTER POURING. THE LIMITS OF THE FAILED AREA ARE SAWED FULL-DEPTH AND THE CONCRETE IS REMOVED WITHOUT DISTURBING THE EXISTING BASE. JOINTS BETWEEN THE OLD AND NEW SLAB MAY BE DOWELED OR UNDOWELED, AND CAN BE EITHER CONTRACTION OR EXPANSION JOINTS. EVALUATION TO DATE INDICATES THAT THE REPAIRS ARE PERFORMING SATISFACTORILY. (AUTHOR)

Key concepts: Precast concrete, Slab, Structural engineering, Closure (psychology), Geotechnical engineering, Forensic engineering, Engineering, Geology

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