{"id":{"repo_id":"umkc","oai_identifier":"oai:mospace.umsystem.edu:10355/9344"},"canonical_url":"https://search.dev.ndltd.org/etd/umkc/oai:mospace.umsystem.edu:10355/9344","repository":{"repo_id":"umkc","name":"University of Missouri - Kansas City","base_url":"https://mospace.umsystem.edu/oai/request"},"display":{"title":"Optimization of Bridge Approach Slab","abstract":"Every US state Department of Transportation has its own practice for design and construction of Bridge Approach Slab (BAS). The objective of this thesis is to explore the usage of alternate innovative structural solution for Missouri Department of Transportation (MoDOT), simple to implement in the field and to reduce the cost of construction when a Bridge Approach Slab is needed. A cost study was performed in order to determine the least cost slab design from the slabs data obtained from all the states. The cost was estimated based on the MoDOT costing method and was compared with the data gathered from other states' BAS. Analysis and design of various finite element BAS models were carried out in SAP to study the effect of span, reinforcement changes, and soil stiffness under the slab. This project study provides an overview of optimization of design and cost of Bridge Approach Slab.","abstract_html":"Every US state Department of Transportation has its own practice for design and construction of Bridge Approach Slab (BAS). The objective of this thesis is to explore the usage of alternate innovative structural solution for Missouri Department of Transportation (MoDOT), simple to implement in the field and to reduce the cost of construction when a Bridge Approach Slab is needed. A cost study was performed in order to determine the least cost slab design from the slabs data obtained from all the states. The cost was estimated based on the MoDOT costing method and was compared with the data gathered from other states' BAS. Analysis and design of various finite element BAS models were carried out in SAP to study the effect of span, reinforcement changes, and soil stiffness under the slab. This project study provides an overview of optimization of design and cost of Bridge Approach Slab.","abstract_has_math":false,"creators":["Ajgaonkar, Sheetal Vijay,1982-"],"institution":"University of Missouri--Kansas City","degree_name":"M.S.","degree_level":"Masters","degree_discipline":"Engineering (UMKC)","degree_department":null,"school":null,"contributors":[],"advisors":["Thiagarajan, Ganesh, 1963-"],"committee_chairs":[],"committee_members":[],"year":2010,"date_issued":"2010","date_published":"2010","updated_at":"2026-07-24T05:17:24Z","subjects":["Cost Analysis","Analysis and Design","Finite Element Model"],"languages":["en_US"],"rights":[],"rights_urls":[],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/10355/9344","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.advisor","label":"Advisor","values":["Thiagarajan, Ganesh, 1963-"]},{"key":"dc:creator","label":"Author","values":["Ajgaonkar, Sheetal Vijay,1982-"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2010-12-14T18:08:12Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2010-12-14T18:08:12Z"]},{"key":"dc:date.issued","label":"Date","values":["2010"]},{"key":"dc:publisher","label":"Institution","values":["University of Missouri--Kansas City"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Engineering (UMKC)"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["M.S."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Missouri--Kansas City"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Cost Analysis","Analysis and Design","Finite Element Model"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en_US"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10355/9344"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["Title from PDF of title page, viewed on December 14, 2010.","Thesis advisor: Ganesh Thiagarajan.","Vita.","Includes bibliographic references (pages 117-118).","Thesis (M.S.)--School of Computing and Engineering. University of Missouri--Kansas City, 2010."]},{"key":"dc:description.abstract","label":"Abstract","values":["Every US state Department of Transportation has its own practice for design and construction of Bridge Approach Slab (BAS). The objective of this thesis is to explore the usage of alternate innovative structural solution for Missouri Department of Transportation (MoDOT), simple to implement in the field and to reduce the cost of construction when a Bridge Approach Slab is needed. A cost study was performed in order to determine the least cost slab design from the slabs data obtained from all the states. The cost was estimated based on the MoDOT costing method and was compared with the data gathered from other states' BAS. Analysis and design of various finite element BAS models were carried out in SAP to study the effect of span, reinforcement changes, and soil stiffness under the slab. 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The objective of this thesis is to explore the usage of alternate innovative structural solution for Missouri Department of Transportation (MoDOT), simple to implement in the field and to reduce the cost of construction when a Bridge Approach Slab is needed. A cost study was performed in order to determine the least cost slab design from the slabs data obtained from all the states. The cost was estimated based on the MoDOT costing method and was compared with the data gathered from other states' BAS. Analysis and design of various finite element BAS models were carried out in SAP to study the effect of span, reinforcement changes, and soil stiffness under the slab. 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