{"id":{"repo_id":"uiuc","oai_identifier":"oai:www.ideals.illinois.edu:2142/69934"},"canonical_url":"https://search.dev.ndltd.org/etd/uiuc/oai:www.ideals.illinois.edu:2142/69934","repository":{"repo_id":"uiuc","name":"University of Illinois - Urbana-Champaign","base_url":"https://www.ideals.illinois.edu/oai-pmh"},"display":{"title":"Value Concept for Developing Construction Pay Schedules With Application to Asphalt Paving","abstract":"The primary objective of this study was to develop and demonstrate a rational procedure for the establishment of pavement construction pay adjustment schedules. A rational procedure was defined as one that would reflect the impact of construction variability on the expected life of the pavement. The procedure was required to consider both the mean and the variability of any construction test parameter used for pay determination as determined from a small number of samples and to include a method for incorporating relationships between the test parameters and the expected life of the pavement. The Value Concept developed meets these criteria.","abstract_html":"The primary objective of this study was to develop and demonstrate a rational procedure for the establishment of pavement construction pay adjustment schedules. A rational procedure was defined as one that would reflect the impact of construction variability on the expected life of the pavement. The procedure was required to consider both the mean and the variability of any construction test parameter used for pay determination as determined from a small number of samples and to include a method for incorporating relationships between the test parameters and the expected life of the pavement. The Value Concept developed meets these criteria.","abstract_has_math":false,"creators":["Elliott, Robert Patrick"],"institution":"University of Illinois at Urbana-Champaign","degree_name":"Ph.D.","degree_level":"Dissertation","degree_discipline":"Civil Engineering","degree_department":null,"school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":2014,"date_issued":"2014-12-15T20:36:08Z","date_published":"2014-12-15T20:36:08Z","updated_at":"2026-07-22T22:26:01Z","subjects":["Engineering, Civil"],"languages":[],"rights":[],"rights_urls":[],"identifier_entries":[{"key":"dc:identifier","label":"Identifier","values":["(UMI)AAI8422057"],"render_values":[{"text":"(UMI)AAI8422057","href":null,"code":true}]}]},"links":{"outbound_url":"http://hdl.handle.net/2142/69934","outbound_label":"Handle","outbound_source":"dc:identifier"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:creator","label":"Author","values":["Elliott, Robert Patrick"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date","label":"Dc Date","values":["2014-12-15T20:36:08Z","10000-01-01","1984"]},{"key":"dc:type","label":"Dc Type","values":["text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Civil Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["Dissertation"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Ph.D."]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["University of Illinois at Urbana-Champaign"]}]},{"id":"subjects_keywords","label":"Subjects and Keywords","entries":[{"key":"dc:subject","label":"Dc Subject","values":["Engineering, Civil"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier","label":"Identifier","values":["http://hdl.handle.net/2142/69934","(UMI)AAI8422057"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description","label":"Description","values":["The primary objective of this study was to develop and demonstrate a rational procedure for the establishment of pavement construction pay adjustment schedules. A rational procedure was defined as one that would reflect the impact of construction variability on the expected life of the pavement. The procedure was required to consider both the mean and the variability of any construction test parameter used for pay determination as determined from a small number of samples and to include a method for incorporating relationships between the test parameters and the expected life of the pavement. The Value Concept developed meets these criteria.","The secondary objective of the study was to use the developed concept to establish payment schedules for asphalt pavement construction. The efforts taken to meet this objective involved identifying the pavement life effects of asphalt mix variability and determining an "acceptable" level of variability. These were accomplished by analyzing over 2300 field density and extraction tests from past construction projects to determine normal variability and evaluating laboratory test results in conjunction with theoretical pavement behavior models to establish load associated material property-pavement life relationships. The pay schedules developed from these analyses take into account variations in asphalt content, gradation, and density. The schedules were developed based on a 15-70-15 percentile distribution of penalty, 100% (bid price), and bonus pay; but provisions were made that enable highway administrators to modify the schedules for other distributions. A methodology was also developed and used to convert the gradation portion of the schedules from a percent passing and retained basis to a percent passing basis and other sieve sizes. The practicality of the resulting schedules was subsequently evaluated using field test data from past Q.A. projects.","Made available in DSpace on 2014-12-15T20:36:08Z (GMT). No. of bitstreams: 1 8422057.pdf: 7868685 bytes, checksum: db842865457602daba16165e2be73431 (MD5) Previous issue date: 1984","Embargo set by: Seth Robbins for item 70100 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs","Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs","U of I Only","275 p.","Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1984."]},{"key":"dc:title","label":"Title","values":["Value Concept for Developing Construction Pay Schedules With Application to Asphalt Paving"]}]}],"canonical_facts":{"dc:creator":["Elliott, Robert Patrick"],"dc:date":["2014-12-15T20:36:08Z","10000-01-01","1984"],"dc:description":["The primary objective of this study was to develop and demonstrate a rational procedure for the establishment of pavement construction pay adjustment schedules. A rational procedure was defined as one that would reflect the impact of construction variability on the expected life of the pavement. The procedure was required to consider both the mean and the variability of any construction test parameter used for pay determination as determined from a small number of samples and to include a method for incorporating relationships between the test parameters and the expected life of the pavement. The Value Concept developed meets these criteria.","The secondary objective of the study was to use the developed concept to establish payment schedules for asphalt pavement construction. The efforts taken to meet this objective involved identifying the pavement life effects of asphalt mix variability and determining an "acceptable" level of variability. These were accomplished by analyzing over 2300 field density and extraction tests from past construction projects to determine normal variability and evaluating laboratory test results in conjunction with theoretical pavement behavior models to establish load associated material property-pavement life relationships. The pay schedules developed from these analyses take into account variations in asphalt content, gradation, and density. The schedules were developed based on a 15-70-15 percentile distribution of penalty, 100% (bid price), and bonus pay; but provisions were made that enable highway administrators to modify the schedules for other distributions. A methodology was also developed and used to convert the gradation portion of the schedules from a percent passing and retained basis to a percent passing basis and other sieve sizes. The practicality of the resulting schedules was subsequently evaluated using field test data from past Q.A. projects.","Made available in DSpace on 2014-12-15T20:36:08Z (GMT). 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