LARIMER COUNTY RURAL AREA ROAD STANDARDS

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Chapter 12 – Right of Way Permitting and Construction Standards for Facilities Located in Public Right of WaySection 12.5 Testingd. Avoid frequent changes in width of patches to simply removal of adjacentpavement failures in the future.NOT ACCEPTABLEACCEPTABLE12.5 TESTING12.5.1 DescriptionThe contractor is required to provide material testing for each phase of the work at nocost to the County. The independent Geotechnical Testing Firm chosen to perform thiswork for the Contractor must be qualified and identified on the Permit application.12.5.2 Testing Frequencies1. The number of density tests required may be increased if directed by theEngineer. The costs of any testing, as required, shall be borne by theContractor. Proctors shall be determined prior to backfilling. Independent labresults shall be faxed to the County as soon as possible. The horizontalfrequencies of density tests are as follows:a. Utility Mains - One test per 100 linear feet per lift.b. Service Lines - One test per each service per lift.c. Manholes and valve boxes per each lift.2. Following are the minimum number of tests required for each constructionactivity. These tests must be submitted to the Engineer on a daily basis asacquired and shall be hand delivered or faxed to the County.a. Native or imported backfill - One (1) test for every two (2) vertical feet andevery one hundred (100) feet horizontally, or some fraction thereof with atleast one (1) test per each lift.b. Flowable-fill – Testing may be required at the discretion of the Engineer.c. Concrete pavement, curbs, gutters and sidewalks – Testing to be conductedfor every 100 cubic yards or portion thereof, with a minimum of one. Thetypes of testing required shall be as prescribed by the County.Larimer County Rural Area Road Standards Page 12-19October 22, 2007
Chapter 12 – Right of Way Permitting and Construction Standards for Facilities Located in Public Right of WaySection 12.6 Inspectiond. Asphalt Pavement1) Asphalt content – One test per 500 tons or fraction thereof of mixproduced, minimum of one test per job.2) Gradation – Aggregate: one test per 500 tons or fraction thereof of mixproduced, minimum of one test per job.3) In-place density – One test per 500 tons or fraction thereof of mix placed,minimum of one test per job.e. Aggregate base course materials –One test per 400 lane feet. No less thantwo (2) tests per excavation.12.6 INSPECTIONAll construction work within the public rights-of-way shall be subject to inspection by theEngineer and certain types of work may have continuous inspection. It shall be theresponsibility of the Contractor to provide safe access for the inspector to perform the requiredinspections.It shall be the responsibility of the person performing the work authorized by the Permit to notifythe Engineer when the work is ready for inspection. The Engineer requires that every requestfor inspection is to be received at least twenty-four (24) hours before such inspection is desired.Such requests may be in writing or by telephoning or faxing the Engineer.The Engineer may make or require other inspections of any work as deemed necessary toascertain compliance with the provisions of these Standards. Any work performed without therequired inspections shall be subject to removal and replacement at the Contractor’s expense,regardless of the quality of the work.Where large scale projects exceed the ability of the County to provide inspection, the Contractoror utility company will incur the cost of a private inspection firm. This inspection firm will bemutually agreed upon by the Permit applicant and the County prior to issuance of the Permit.Larimer County Rural Area Road Standards Page 12-20October 22, 2007
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LARIMER COUNTYRURAL AREA ROAD STAND
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Table of Contents3.3.11 Typical Str
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Table of ContentsCHAPTER 8 - ENVIRO
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Table of Contents12.3.7.2 Conventio
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Table of ContentsG.7.12 Other Permi
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Chapter 1 - General InformationSect
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Chapter 2 - Submittal ProceduresSec
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Chapter 2 - Submittal ProceduresSec
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Chapter 3 - Submittal Requirements
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Chapter 4 - Road Design and Technic
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4.9.1.7 Design VehiclesChapter 4 -
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Page 39 and 40: CHAPTER 5 - GEOTECHNICAL STANDARDS
Page 41 and 42: Chapter 5 - Geotechnical Standards
Page 49 and 50: Chapter 6 - STORMWATER MANAGEMENTSe
Page 51 and 52: Chapter 7 - Bridges and Major Drain
Page 53 and 54: Chapter 8 - Environmental and Agric
Page 55 and 56: Chapter 8 - Environmental and Agric
Page 57 and 58: 9.1.3 DefinitionsChapter 9 - Roadwa
Page 59 and 60: CHAPTER 10 - ACCESS REQUIREMENTS AN
Page 61 and 62: Chapter 10 - Access Requirements an
Page 71 and 72: CHAPTER 11 - ACCESS AND UTILITY PER
Page 73 and 74: Chapter 12 - Right of Way Permittin
Page 89: Chapter 12 - Right of Way Permittin
Page 93 and 94: Appendix A - Definitions and Abbrev
Page 95 and 96: Appendix A - Definitions and Abbrev
Page 97 and 98: APPENDIX B - REFERENCES AND RESOURC
Page 110 and 111: APPENDIX D - CONSTRUCTION STANDARDS
Page 112 and 113: Appendix D - Construction Standards
Page 130 and 131: APPENDIX E - CONSTRUCTION TESTING F
Page 132 and 133: Appendix F - Guidelines for Traffic
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APPENDIX G - DESIGN AND CONSTRUCTIO
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Appendix G - Design and Constructio
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Appendix H - General NotesSection H
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APPENDIX I - VARIANCE REQUEST SUBMI
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LARIMER COUNTY RURAL AREA ROAD STANDARDS

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