CHAPTER 1 - GENERAL INFORMATION |
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1.00 |
GENERAL INFORMATION |
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1.01 |
OFFICE OF CONSTRUCTION AND MATERIALS |
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1.02 |
DIRECTOR OF THE OFFICE OF CONSTRUCTION AND MATERIALS |
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1.03 |
DISTRICT CONSTRUCTION ENGINEER (DCE) |
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1.04 |
PROJECT ENGINEER |
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1.05 |
PURPOSE OF MANUAL |
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1.10 |
ENGINEER RELATIONS |
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1.11 |
WITH PUBLIC |
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Residents Along Construction Projects |
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Services |
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News Media |
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1.12 |
WITH CONTRACTOR |
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1.13 |
WITH FHWA & OTHER OUTSIDE AGENCIES |
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1.14 |
EMPLOYMENT OF CONSULTANTS FOR CONSTRUCTION ENGINEERING AND INSPECTION |
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Agreement Responsibilities |
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Project Administrator |
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Project Administrator Responsibilities |
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Evaluation of Consultants’ Performance |
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In-Depth Construction Monitoring |
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1.20 |
PERSONNEL |
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1.21 |
EMPLOYEE POLICIES |
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1.22 |
GUIDELINES FOR CHARGING TIME OF FIELD CONSTRUCTION STAFF |
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1.30 |
MISCELLANEOUS |
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1.31 |
RESERVED FOR FUTURE USE |
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1.32 |
CARS - 511 |
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1.33 |
RESERVED FOR FUTURE USE |
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1.34 |
MANUAL OF OPERATING PROCEDURES |
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CHAPTER 1 APPENDIX |
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Appendix 1-1 |
RESERVED FOR FUTURE USE |
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CHAPTER 2 - CONTRACT ADMINISTRATION |
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2.00 |
PROJECT ORGANIZATION |
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2.01 |
AUTHORITY OF ENGINEER |
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2.02 |
RESPONSIBILITY OF PROJECT ENGINEER |
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2.03 |
DELEGATION OF RESPONSIBILITY |
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2.10 |
PRECONSTRUCTION |
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2.11 |
PRECONSTRUCTION CONFERENCE |
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Discussion Items |
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Scheduling the Meeting |
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List of Discussion Topics |
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Administrative Details |
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Project Details |
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Utilities and Law Enforcement Attendance |
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2.12 |
HAUL ROADS |
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Designation Policy |
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Establishment of Haul Road |
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Pre‑Use Survey |
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Haul Road Maintenance – Restoration |
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Fugitive Dust |
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Winter Suspension of Haul Road Use |
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Revocation |
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Haul Road Reimbursement Procedure |
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Control of Fugitive Dust on Local Roads that are not Designated Haul Roads |
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2.13 |
STREAM CROSSINGS |
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Permanent Structures ‑ “Iowa Department of Natural Resources Notification of Completion of Construction” (DNR Form 37) |
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Temporary Stream Crossings |
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2.14 |
WATER REGISTRATION AND PERMIT |
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2.15 |
WORKING & SHOP DRAWING – SUBMITTAL & REVIEW |
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2.20 |
CONTRACT ADMINISTRATION |
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Forms & Reports ‑ Prepared by Contractor |
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Forms & Reports ‑ Initiated by Contractor, Prepared by Project Engineer |
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2.21 |
OCCUPATIONAL SAFETY AND HEALTH |
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2.22 |
EQUAL EMPLOYMENT OPPORTUNITY (EEO) |
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2.23 |
TRAINING PROGRAMS |
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2.24 |
DAVIS‑BACON WAGE REQUIREMENTS |
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“Certified Transcript of Labor Payroll” |
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Project Engineer’s Involvement |
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Supplemental Wage Rates |
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2.25 |
SUBCONTRACTS |
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Subcontract Request |
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Subcontractor ‑ Disadvantaged Business Enterprise (DBE) |
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Subcontractor ‑ Traffic Control |
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Prompt Payment to Subcontractors |
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Certification of Subcontractor Payment |
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2.26 |
USE OF EXCESS PROPERTY OR HIGHWAY RIGHT‑OF‑WAY |
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Contractor’s Use of Excess Property |
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Contractor’s Use of Borrow Pits for Temporary Plant Sites |
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Obtaining a Lease Agreement |
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Contractor’s Use of Highway Right‑of‑Way |
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2.27 |
“Contract Quantity Agreement” ‑ FORM 830230 |
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2.28 |
RETAINED FUNDS |
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Release of Retained Funds |
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2.29 |
CONTRACTOR REQUIRED FINAL DOCUMENTATION |
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Statement of Materials and Labor |
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Contractor’s Statement of Sales or Use Tax |
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2.30 |
CONSTRUCTION PERIOD |
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2.31 |
ADMINISTRATION OF THE CONTRACT PERIOD |
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Contract Types |
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Working Day |
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Calendar Day |
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Controlling Item of Work |
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Special Considerations |
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2.32 |
NOTICE TO PROCEED (FORM 830237) |
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2.33 |
WEEKLY REPORT OF WORKING DAYS (FORM 830238) |
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Preparation of Form 830238 |
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Preparation of Incentive/Disincentive Form |
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Multiple Sites on a Contract |
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2.34 |
LIQUIDATED DAMAGES & EXTENSION OF CONTRACT TIME |
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2.35 |
EQUIPMENT RENTAL RATES |
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Rental Rate Blue Book |
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Invoiced Rental Costs |
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Equipment Time Charges |
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Chargeable Project Costs |
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Force Account Sheets (Form 181213) |
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2.36 |
CHANGE ORDERS (FORM 830240) |
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Policy for Change Orders |
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Change Order Classification and Authorization |
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Checklist for Change Orders |
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Preparation of Change Order (For 830240) |
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Value Engineering |
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2.37 |
PROJECT ACCEPTANCE AND AUTHORIZATION FOR FINAL PAYMENT |
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Project Acceptance (Form 830435) |
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Authorization For Final Payment (Form 830436) |
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2.38 |
CONTRACTOR EVALUATION REPORT (FORM 830430) |
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2.40 |
PROJECT REVIEW AND AUDITS |
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2.41 |
RESERVED FOR FUTURE USE |
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2.42 |
PROJECT ENGINEER’S PRE‑AUDIT |
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Project Related Emphasis Areas |
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2.43 |
DISTRICT OFFICE AUDIT |
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Audit of Final Pay Estimate (Form 830301) |
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2.44 |
MANUAL OF OFFICE PROCEDURES |
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2.45 |
FORMS FOR FINAL PAYMENT PACKET |
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2.50 |
CONTRACTOR PAYMENTS AND PRICE ADJUSTMENTS |
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2.51 |
PAYMENT FOR MATERIAL ALLOWANCES |
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Pre‑conditions for Material Allowances |
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Stockpile Documentation Work Sheet |
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Voucher Entries |
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Miscellaneous |
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2.52 |
PAYMENT FOR UNEXPECTED CLASS 12 ROCK EXCAVATION |
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Approval for Work |
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2.53 |
PRICE ADJUSTMENT GUIDE FOR REASONABLY CLOSE CONFORMING, |
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REASONABLY ACCEPTABLE AND DEFICIENT WORK |
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Guide Schedules for Price Adjustments |
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2.54 |
PRICE ADJUSTMENT CHANGE ORDERS |
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2.55 |
FINAL PAYMENT TO CONTRACTOR |
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Payment Terminology |
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Recommended Guidelines |
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Interest Payment Information (Form 830235) |
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2.56 |
FUEL ADJUSTMENT |
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Fuel Adjustment Calculation |
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Instructions for Fuel Adjustment Calculation Spreadsheet |
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(Form 105Apr09 or 105Oct10) |
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Fuel Adjustment Payment |
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2.60 |
CONSTRUCTION FORMS |
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2.70 |
RELEASE OF TEMPORARY EASEMENT (Right of Way Form 636‑069) |
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2.71 |
BRIDGE INVENTORY REPORT |
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2.72 |
PREPARATION OF “AS‑BUILT” PLANS |
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Types of Work |
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Right of Way |
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Land Section Corner Ties |
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Tied Projects |
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As-Built Plan Checklists |
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2.73 |
RELOCATION OF WATER STOP BOXES |
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2.74 |
PRECONSTRUCTION PROJECT AGREEMENTS |
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CHAPTER 2 APPENDIX |
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Appendix 2-1 |
Definitions |
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Appendix 2-2 |
Reserved for Future Use |
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Appendix 2-3 |
"Registration of Minor, Nonrecurring Use of Water" (DNR Form 20) and Completed Sample |
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Appendix 2-4 |
Subcontractor Authorization and EEO Poster Notice |
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Appendix 2-5 |
A – Equal Employment Opportunity is the Law – English |
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B – Equal Employment Opportunity is the Law – Spanish |
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Appendix 2-6 |
Notice Concerning False Statement and Records (Form FHWA 1022) |
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Appendix 2-7 |
A – Employee Rights Under the Davis Bacon Act (WH 1321) – English |
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B – Employee Rights Under the Davis Bacon Act (WH 1321) – Spanish |
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Appendix 2-8 |
A – Job Safety and Health (IOSH 70-8025) |
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B – Family and Medical Leave Act (WH-1420) |
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C – Employee Polygraph Protection Act (WH-1462) |
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Appendix 2-9 |
Reserved for Future Use |
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Appendix 2-10 |
Project Engineer’s EEO Project Site Inspection/Wage Rate Report |
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(Form 650170) |
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Appendix 2-11 |
Reserved for Future Use |
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Appendix 2-12 |
Reserved for Future Use |
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Appendix 2-13 |
Reserved for Future Use |
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Appendix 2-14 |
Certified Transcript of Labor Payroll/Statement of |
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Compliance (Form 830176) and Completed Samples |
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Appendix 2-15 |
Traffic Control Non-Compliance Flow Chart |
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Appendix 2-16 |
Subcontract Request (Form 830231) |
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Appendix 2-17 |
Statement of DBE Commitments (Form 102115) |
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Appendix 2-18 |
Reserved for Future Use |
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Appendix 2-19 |
Certification of DBE Accomplishment (Form 102116) |
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Appendix 2-20 |
Request to Lease Excess Land |
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Appendix 2-21 |
Contract Quantity Agreement (Form 830230) |
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Appendix 2-22 |
Request to Release Retained Funds |
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Appendix 2-23 |
Certification of Subcontractor Payments (Form 518002) |
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Appendix 2-24 |
Reserved for Future Use |
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Appendix 2-25 |
Reserved for Future Use |
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Appendix 2-26 |
Reserved for Future Use |
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Appendix 2-27 |
Charging of Contract Time |
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Appendix 2-28 |
Weekly Report of Working Days for Incentive/Disincentive Clause |
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(Form 830241) |
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Appendix 2-29 |
Reserved for Future Use |
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Appendix 2-30 |
Reserved for Future Use |
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Appendix 2-31 |
Change Order Authorization Matrix |
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Appendix 2-32 |
Interest Payment Information – Primary & Interstate Projects |
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(Form 830235) |
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Appendix 2-33 |
Noncomplying Tests or Measurements of Material Incorporated into the Project |
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Appendix 2-34 |
Price Adjustment Schedules |
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A - Aggregate Gradation Test Deviation |
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B - Concrete Slump (English and Metric) |
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C - Concrete Air Content, Water Cement Ratio, Vibrator Frequency, Certified Plant Inspection, & Late Curing Application |
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D - Bridge Floor Resurfacing and Overlay Projects |
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E - Out-of-Tolerance Tining |
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F - Liquid Asphalt Noncomplying Viscosity or Penetration |
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G - Asphalt Residue Deficiency |
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H - Asphalt Binder (Noncomplying Dynamic Shear Rheometer) |
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I - Asphalt Binder (Noncomplying Bending Beam Rheometer) |
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J - Deviation in Asphalt Binder Content |
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K - Segregation (English and Metric) |
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L - Steel H-Pile Weight Deficiency |
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M - Noncomplying (Asphalt Binder) Film Thickness |
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N - PCC Pavement Edge Damage |
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Appendix 2-35 |
Sample Fuel Adjustment Worksheet – English |
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Appendix 2-36 |
Reserve for Future Use |
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Appendix 2-37 |
As-Built Adhesive Backed Standard Format Samples: |
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Certification Block (Form 520003) |
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Extra Work Order Log (Form 520004) |
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Estimated Project Quantities (100-0) (Form 520007) |
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Estimated Project Quantities (100-1) (Form 520008) |
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Check List for As-Built Plan Preparation |
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CHAPTER 3 - GENERAL INSPECTION |
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3.00 |
GENERAL INSPECTION INSTRUCTIONS |
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3.01 |
INSPECTION PERSONNEL |
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Responsibilities |
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Authority |
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3.02 |
SUPERVISION BY SUBCONTRACTOR |
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3.03 |
COMMUNICATION WITH CONSULTANTS AND CONSULTANT PLAN ERRORS |
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3.04 |
REMOVING MATERIALS FROM PROJECTS |
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3.05 |
SALVAGED PROJECT MATERIALS REPORTING |
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3.06 |
NOTICE OF SUSPENSION OR RESUMPTION OF WORK |
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3.07 |
MATERIALS QUALITY ASSURANCE PROGRAM |
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Quality Assurance for Portland Cement Concrete (PCC) Paving |
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Quality Assurance for Ready Mix Concrete |
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Quality Assurance for Hot Mix Asphalt (HMA) Paving |
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Plant Reports |
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Documentation |
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Specification Violations |
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Testing Equipment & Supplies |
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Samples |
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3.10 |
DIARIES, RECORDS, AND MEASUREMENTS |
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3.11 |
MEASUREMENT OF PAY QUANTITIES AND RETENTION OF RECORDS |
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Measurement of Pay Quantities |
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Retention of Records |
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3.20 |
FIELD TESTS |
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3.21 |
FIELD TESTING ON CONSTRUCTION PROJECTS |
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Materials I.M. 204 |
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Project Verification Sampling and Testing |
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“Noncompliance Notice” (Form 830245) |
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Independent Assurance Sampling and Testing |
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3.22 |
CONTRACTOR ASSISTED SAMPLING AND VALIDATION OF CONTRACTOR TEST RESULTS |
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Evaluation of Test Results |
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3.30 |
CONTROL OF MATERIALS |
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3.31 |
IDENTIFICATION OF APPROVED MATERIALS |
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3.32 |
DOCUMENTATION OF APPROVED STEEL BEAM RAILING |
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3.40 |
HAULING OF MATERIALS AND MOVEMENT OF CONSTRUCTION EQUIPMENT |
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Hauling on Closed Roads |
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Hauling on Roads Open to General Traffic |
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Allowances to Axle Load Limits |
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3.50 |
WEIGHING EQUIPMENT FOR DETERMINATION OF PAY QUANTITIES |
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Weight Tickets |
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Truck Platform Scale Approval |
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Weigh Hopper, Batch Scales, & Load Cell Approval |
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Scale Checks for Sensitivity |
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Truck Platform Scale Use |
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Use of Weighmasters |
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3.60 |
SMOOTHNESS |
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3.61 |
TESTING |
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3.62 |
EVALUATION |
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Pavement Smoothness |
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Bridge Deck Smoothness |
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3.63 |
BUMP CORRECTION |
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3.70 |
IMPACTS TO ADJOINING PROPERTY |
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3.71 |
ACCESS LOCATIONS ON CONSTRUCTION PROJECTS |
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Highways Where Access Rights Are Acquired |
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Highways Where Access Rights Are Not Acquired |
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Temporary Access for Contractor’s Use |
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Installation of Locked Gates in Interstate Right-of-Way Fence |
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3.72 |
RELOCATION OF MAILBOXES |
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3.73 |
INTERIM USE OF PROPERTY BETWEEN ACQUISITION & CONSTRUCTION |
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3.74 |
INVOLVEMENT OF LAW ENFORCEMENT ON CONSTRUCTION PROJECTS |
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CHAPTER 3 APPENDIX |
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Appendix 3-1 |
Salvaged Project Materials |
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Appendix 3-2 |
Technician Responsibilities for Portland Cement Concrete Paving Acceptance |
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Appendix 3-3 |
Technician Responsibilities for Structural Concrete Acceptance |
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Appendix 3-4 |
Technician Responsibilities for Hot Mix Asphalt Acceptance |
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Appendix 3-5 |
Reserved for Future Use |
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Appendix 3-6 |
Plant Monitor Documentation |
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Appendix 3-7 |
Portable Scale Report |
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Appendix 3-8 |
Oath of Weighmaster |
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Appendix 3-9 |
Iowa DOT Form 532011 Construction Equipment Input Data Sheet |
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CHAPTER 4 - CONSTRUCTION SURVEY |
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4.00 |
GENERAL STAKING REQUIREMENTS |
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4.10 |
RIGHT OF WAY |
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4.11 |
INSTALLATION OF RIGHT‑OF‑WAY MARKERS |
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Location of Markers |
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Witness Signs |
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4.20 |
LAND MONUMENTS AND ROAD CENTERLINE |
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4.21 |
RE‑ESTABLISHING ROAD CENTERLINE CONTROL POINTS |
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Grading Projects |
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Portland Cement Concrete Pavement |
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Hot Mix Asphalt Pavement |
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Land Corners |
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4.22 |
REPLACEMENT OF FEDERAL MONUMENTS & PRESERVATION OF ENGINEERING DATA |
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4.23 |
CENTERLINE POINT REFERENCING |
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Location of Reference Points |
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Methods of Referencing Points Using a Transit |
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Method of Referencing Using an Electronic Total Station Survey Instrument |
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Land Corners |
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Concrete Monuments |
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4.24 |
BENCH MARKS |
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Permanent Bench Marks Along Rural Highways |
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4.30 |
CONTRACTOR FURNISHED CONSTRUCTION SURVEY |
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Special Attention Items |
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Documentation |
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Contract Administration |
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CHAPTER 4 APPENDIX |
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Appendix 4-1 |
Iowa DOT Warehouse Stock Numbers for Surveying Supplies |
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Appendix 4-2 |
National Geodetic Survey Markers |
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Appendix 4-3 |
U.S. Geological Survey Markers |
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Appendix 4-4 |
RESERVED FOR FUTURE USE |
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Appendix 4-5 |
Figure 1. Reference Points for Two-Lane Roadway |
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Figure 2. Reference Points on a Curve |
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Figure 3. Reference Points for Divided Highway |
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Figure 4. Reference Points at Intersection |
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Appendix 4-6 |
Figure 5. Reference Points Placed in Sidewalks |
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Figure 6. Reference Points for Land Corners |
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Figure 7. Reference Points Using Total Station Instruments |
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CHAPTER 5 - SAFETY |
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5.00 |
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION |
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5.01 |
RESPONSIBILITY OF CONTRACTOR |
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Postings |
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5.02 |
RESPONSIBILITY OF CONTRACTING AUTHORITY |
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Safety of the Inspection Staff |
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5.10 |
EMPLOYEE RIGHT‑TO‑KNOW |
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5.20 |
CONSTRUCTION WORK ZONE TRAFFIC CONTROL |
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5.21 |
TRAFFIC CONTROL SPECIFICATION REFERENCES |
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ATSSA Quality Guidelines for Temporary Traffic Control Devices & Features |
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5.22 |
TRAFFIC CONTROL EVALUATION AND CHANGES |
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5.23 |
CONSTRUCTION ZONE CRASH REPORTING |
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Investigation Procedure |
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Crash Notification Procedure |
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Reporting of Severe Personal Injury and Fatal Crashes |
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Incident Reporting by Contractors |
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5.24 |
STOP SIGNS ON CONSTRUCTION PROJECTS |
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5.25 |
“ROAD WORK AHEAD” AND “END ROAD WORK” SIGNS |
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5.26 |
NO PASSING ZONES ON CONSTRUCTION PROJECTS |
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5.27 |
CONTRACTOR ACCESS AND EQUIPMENT AND MATERIAL STORAGE |
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Contractor Access |
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Equipment and Material Storage |
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5.28 |
CONSTRUCTION WORK ZONE SIGNING DURING WINTER SHUTDOWN |
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Uncompleted Projects |
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Multi‑Contract Projects |
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Special Concerns |
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5.29 |
FLAGGERS & PILOT CARS |
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Bid Item |
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Method of Measurement |
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Trained Flaggers |
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Flagger Price Adjustments |
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5.30 |
MULTILANE HIGHWAY TRAFFIC CONTROL ISSUES |
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Median Crossings |
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Interstate Lane Closures |
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Traffic Control Removal for Two Lane, Two Way Projects |
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Tubular Markers |
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5.31 |
DYNAMIC MESSAGE SIGN GUIDELINES |
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5.32 |
ARROW DISPLAYS |
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Solar Assisted Arrow Displays |
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Vehicle Mounted Light Bars |
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5.33 |
TEMPORARY BARRIER RAIL |
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5.34 |
SIGN MOUNTING TYPES |
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U Channel Post |
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5.35 |
REMOVAL OF TEMPORARY PAVEMENT MARKINGS |
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Pavement Marking Removal Characteristics |
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Disposal of Removed Pavement Marking Materials |
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5.36 |
NCHRP 350 CRASHWORTHY WORK ZONE DEVICES |
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5.37 |
INSTALLATION OF TRAFFIC CONTROL ZONES |
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5.38 |
SIGNALIZED VS FLAGGER CONTROLLED HAUL ROAD CROSSINGS |
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5.39 |
TRAFFIC CONTROL EVALUATION REPORTING FORM |
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5.40 |
TRAFFIC QUALITY CONTROL |
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5.41 |
ROAD CLOSED VS ROAD CLOSED TO THRU TRAFFIC |
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5.42 |
TEMPORARY WORK ZONE SPEED LIMITS |
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Regulatory Speed Limit Changes Necessary During Construction: |
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Procedure for Changing Regulatory Speed Limit |
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5.43 |
FLAGGER AND WORKER SAFETY APPAREL (ANSI 107) |
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5.44 |
MONITORING OF TRANSPORTATION MANAGEMENT PLANS FOR SIGNIFICANT PROJECTS |
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Monitoring the TMP at the Project Level |
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5.45 |
EXTRA ENFORCEMENT GUIDELINES FOR CONSTRUCTION PROJECTS |
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5.50 |
TEMPORARY INSTALLATION OF ELECRICAL POWER LINES |
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CHAPTER 5 APPENDIX |
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Appendix 5-1 |
Report of Investigation - Vehicle Accident |
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Appendix 5-2 |
Work Zone Incident Report |
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Appendix 5-3 |
Temporary Stop Sign Placement During Construction |
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Appendix 5-4 |
Sample Contractor Letter Documenting NCHRP 350 Compliance |
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Appendix 5-5 |
Sample Format for Reporting Severe Personal Injury and Fatal Accidents |
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Appendix 5-6 |
Project Flaggers Spreadsheet |
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Appendix 5-7 |
Flow Chart for Signalized vs. Flagger Controlled Haul Crossings |
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Appendix 5-8 |
Traffic Control Information Sources |
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Appendix 5-9 |
Traffic Control Problem/Solution Guidelines |
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Appendix 5-10 |
Traffic Control Evaluation Report (Form 830437) |
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Appendix 5-11 |
Daily Traffic Control Diary |
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CHAPTER 6 - GRADING |
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6.00 |
GENERAL GRADING INSTRUCTIONS |
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6.01 |
ROAD CROSSING FOR CONSTRUCTION EQUIPMENT |
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6.10 |
SITE PREPARATION |
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6.11 |
CLEARING AND GRUBBING |
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Indiana Bats |
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Emerald Ash Borer |
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Disposal of Waste |
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Area Clearing |
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Selective Clearing |
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Preliminary Estimate for Clearing Right of Way (Form 650014) |
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Method of Payment |
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6.12 |
REMOVAL AND DISPOSAL OF OLD PAVEMENT |
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6.13 |
DISPOSAL OF HOT MIX ASPHALT PAVEMENT |
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6.14 |
DEMOLITION WASTE |
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6.20 |
TOPSOIL |
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6.21 |
STRIPPING, SALVAGING, AND SPREADING |
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Monitoring Topsoil Removal |
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Topsoil on Roadway Cuts and Embankments |
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Cultural Resource Protection |
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Payment for Topsoil |
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6.30 |
EXCAVATION |
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Class 10 |
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Class 12 |
||
|
Class 13 |
||
|
Select Soils |
||
6.31 |
PEAT EXCAVATION |
||
|
Total Removal of Peat |
||
|
Partial Removal of Peat |
||
6.32 |
ROCK EXCAVATION |
||
6.33 |
USE OF AND PAYMENT FOR WATER USED FOR EXCAVATION AND EMBANKMENT |
||
6.34 |
ALTERNATE BORROW AREAS AND CONTRACTOR FURNISHED BORROW |
||
|
Alternate Borrow |
||
|
Contractor Furnished Borrow |
||
6.35 |
PRESERVATION OF CULTURAL RESOURCES |
||
|
Alternate Borrow Areas and Contractor Furnished Borrow |
||
6.40 |
EMBANKMENT |
||
6.41 |
EMBANKMENT CONSTRUCTION |
||
|
Equipment |
||
|
Site Preparation |
||
|
Deposition of Embankment Material |
||
|
Compaction |
||
|
Special Compaction of Subgrade |
||
|
Subgrade Treatment |
||
|
Construction of Embankment Toe Berms |
||
|
Construction of Bridge Approach Fills |
||
|
Embankment in Place |
||
|
Payment for Water for Embankment Construction |
||
|
Finishing |
||
6.42 |
OVERHAUL |
||
6.43 |
SETTLEMENT PLATES |
||
|
Guidelines for Installation and Monitoring of Settlement Plates |
||
6.50 |
PIPE CULVERTS BY THE GRADING CONTRACTOR |
||
6.51 |
MATERIAL |
||
6.52 |
PIPE INSTALLATION |
||
|
Excavation |
||
|
Bedding |
||
|
Joints |
||
|
Backfilling |
||
6.53 |
CULVERT ABANDONMENT |
||
6.54 |
LOAD LIMITS OVER CULVERTS |
||
6.60 |
SUBDRAINS |
||
6.61 |
TILE RELOCATION |
||
6.62 |
BACKSLOPE DRAINS |
||
6.63 |
LONGITUDINAL DRAINS |
||
|
|
||
CHAPTER 6 APPENDIX |
|||
Appendix 6-1 |
Reserved for Future Use |
||
Appendix 6-2 |
Measurement of Feet on Sheepsfoot Rollers |
||
Appendix 6-3(a) |
Settlement Plate Data (Completed Sample) |
||
Appendix 6-3(b) |
Settlement Plate Data (Blank Form) |
||
|
|
||
CHAPTER - EROSION & SEDIMENT CONTROL |
|||
|
|||
7.00 |
GENERAL INSPECTION |
||
7.01 |
EQUIPMENT |
||
7.02 |
CONTRACT ADMINISTRATION |
||
7.10 |
PERMANENT EROSION CONTROL |
||
7.11 |
PREPARATION OF SEEDBED |
||
7.12 |
PREPARATION OF SEED MIXTURE |
||
|
Seed |
||
|
Sticking Agent |
||
|
Inoculant |
||
|
Urban Seed Mixtures |
||
7.13 |
CONVENTIONAL SEEDING |
||
7.14 |
HYDRO‑SEEDING (HYDRAULIC SEEDING) |
||
7.15 |
URBAN SEEDING |
||
7.16 |
OVERSEEDING |
||
7.17 |
OVERSEEDING AND FERTILIZING |
||
7.18 |
AERIAL SEEDING |
||
7.20 |
FERTILIZER |
||
7.21 |
EXAMPLE CALCULATIONS |
||
7.22 |
APPLICATION OF FERTILIZER |
||
7.30 |
MULCH |
||
7.31 |
EXAMPLE CALCULATION (English Units Only) |
||
7.32 |
HYDRO-MULCH |
||
7.40 |
WATER POLLUTION CONTROL (SOIL EROSION) |
||
7.41 |
CONTRACTOR REQUIREMENTS |
||
7.42 |
MOBILIZATION FOR EROSION CONTROL |
||
7.43 |
EROSION AND SEDIMENT CONTROL TRAINING AND CERTIFICATION PROGRAM |
||
7.50 |
SODDING |
||
|
Shape Sodbed |
||
|
Apply Fertilizer |
||
|
Place Sod |
||
|
Finish Sod |
||
|
Seed |
||
|
Mulch |
||
|
Water |
||
|
Tamp |
||
|
Special Ditch Control |
||
7.51 |
PAYMENT |
||
7.60 |
SPECIAL DITCH CONTROL |
||
7.61 |
PLACEMENT |
||
|
Shape |
||
|
Check Slots |
||
|
Finish |
||
|
Fertilize |
||
|
Seed |
||
|
Special Ditch Control Material |
||
7.62 |
WATERING |
||
7.63 |
PAYMENT |
||
7.70 |
SUGGESTED EROSION AND SEDIMENT CONTROL DEVICES FOR SPECIFIC SITUATIONS |
||
|
Types of Soils |
||
|
Ditch Grade (% Slope) and Length |
||
|
Drainage Ways/Ponds/Lakes/Wetlands, etc. |
||
|
Height of the Fills or Bridge Berms |
||
|
Height of the Backslope |
||
|
Culvert Ends |
||
|
End of Ditches |
||
|
Letdown Pipes |
||
|
Berm Face |
||
|
Drop Inlet or Intake |
||
|
Bridge Deck Drain |
||
|
Borrow Area |
||
|
V-Ditch |
||
|
Area of Super Elevated Curve |
||
|
Silt Curtains |
||
|
Temporary Stream Diversions |
||
|
|
||
CHAPTER 7 APPENDIX |
|||
Appendix 7-1 |
Erosion Control Implementation Plan (ECIP) Worksheet |
||
Appendix 7-2 |
ECIP Update Checklist |
||
|
|
||
CHAPTER 8 - HOT MIX ASPHALT (HMA) PAVEMENT, BASES, AND SUBBASES |
|||
|
|
||
8.00 |
TABLES AND REPORT FORMS |
||
8.01 |
TABLES FOR BITUMINOUS MATERIALS AND HMA CONSTRUCTION |
||
8.02 |
REPORT FORMS |
||
|
Form Identification and Use |
||
8.10 |
ACCEPTANCE AND TESTING |
||
8.11 |
FIELD TESTS AND CERTIFICATION OF MATERIALS |
||
|
Asphalt Materials |
||
|
Aggregates |
||
8.12 |
RESPONSIBILITY AND DOCUMENTING HMA MIXTURE PROPORTIONING CHANGES |
||
|
Adjusting Asphalt Binder Contents |
||
|
Documenting Corrective Action for Noncomplying Air Voids Test on Specimens Taken from Constructed Pavement |
||
|
Adjusting Aggregate Proportions |
||
|
Filler/Bitumen Ratio |
||
8.13 |
DENSITY CONTROLS FOR HMA CONSTRUCTION |
||
|
Uncompacted HMA Samples |
||
|
Compacted HMA Samples |
||
|
Procedures for Construction of Test Strips |
||
|
Resolving Density‑Void Conflicts |
||
8.14 |
TESTING FOR SMOOTHNESS |
||
|
Use of Straightedge |
||
8.15 |
CHECKING TRANSVERSE JOINTS FOR SMOOTHNESS |
||
8.20 |
MEASUREMENTS AND PAYMENT COMPUTATIONS |
||
8.21 |
ASPHALT BINDER |
||
|
Tank Measurement and Asphalt Binder Content Determination |
||
|
Measuring Asphalt Binder for Small Quantities |
||
|
Asphalt Binder Quantities and Pay Adjustments |
||
8.22 |
TARGET VALUES FOR ASPHALT BINDER CONTENT IN JOB MIXES |
||
8.23 |
WEIGHING OF HMA MATERIALS |
||
8.30 |
EQUIPMENT USE AND INSPECTION |
||
8.31 |
INSPECTION AT HMA PLANTS |
||
8.32 |
INSPECTING THE MIXING TIME OF HMA PLANTS |
||
8.40 |
GENERAL CONSTRUCTION |
||
8.41 |
UNSTABLE SUBGRADES AND SUBBASES |
||
|
Locating Unstable Areas |
||
|
Determining Cause |
||
|
Overdepth Aeration and Recompaction |
||
|
Special Treatments |
||
8.42 |
STAKING METHOD FOR HMA PAVEMENTS |
||
8.43 |
GUIDELINE STRINGS AND EDGE ALIGNMENT |
||
8.44 |
LONGITUDINAL JOINTS |
||
8.45 |
TACK COATS USING EMULSIONS |
||
|
For Dilution |
||
|
Application Rate for Diluted Emulsion |
||
|
Sample for Compliance |
||
|
Measurement for Pay |
||
|
Settlement of Diluted Emulsions |
||
8.50 |
BASE, INTERMEDIATE, AND SURFACE COURSES |
||
8.51 |
HMA WEDGE CONSTRUCTION FOR SUPERELEVATION OF CURVES |
||
|
Automatic Slope Control |
||
|
Placement of Wedge |
||
|
Sequence of Placement |
||
8.52 |
LAYING WIDTHS FOR HMA |
||
8.53 |
SPREAD RATES FOR HMA BASE, INTERMEDIATE, AND SURFACE COURSES |
||
|
8‑25 |
||
8.54 |
HMA RESURFACING ON CITY STREETS |
||
|
Preliminary Layout |
||
|
Construction |
||
|
Thickness Taper at Curb Line |
||
|
Extending Paver Width |
||
8.55 |
COLD WEATHER HMA CONSTRUCTION |
||
|
Temperature Determination for Placing HMA and Liquid Bitumens |
||
8.56 |
RELEASE AGENTS AND SOLVENTS |
||
8.60 |
RUMBLE STRIPS IN HMA PAVEMENTS |
||
8.61 |
MILLED SHOULDER RUMBLE STRIPS |
||
8.62 |
MILLED CENTERLINE RUMBLE STRIPS |
||
8.70 |
INSPECTOR’S GUIDE ‑ HMA PAVING & RESURFACING |
||
|
Additional Requirements for Interstate Projects |
||
|
Additional Requirements for Full‑Depth Paving |
||
|
Additional Requirements for Winter Shutdown |
||
8.80 |
USE OF SPECIAL EQUIPMENT |
||
|
Material Transfer Vehicles |
||
|
Mat Smoothness Machine |
||
|
Windrow Pick‑up Equipment |
||
|
|
||
CHAPTER 8 APPENDIX |
|||
Appendix 8-1 |
Longitudinal Joint Orientation |
||
Appendix 8-2 |
Recommended Minimum Laydown Temperature |
||
Appendix 8-3 |
"Daily HMA Plant Report" (Form 800241) |
||
|
|
||
CHAPTER 9 - PORTLAND CEMENT CONCRETE (PCC) PAVEMENT |
|||
|
|||
9.00 |
GENERAL |
||
9.01 |
PRE‑CONCRETING CONFERENCE |
||
9.02 |
"PCC PLANT PAGE" (FORMS 800240E AND 800240M) |
||
9.03 |
USE OF COMMERCIAL READY MIX CONCRETE ON PAVING PROJECTS |
||
9.04 |
CONCRETE DELIVERY TIMES |
||
9.10 |
EQUIPMENT |
||
9.11 |
TEMPLATE FOR CHECKING GRADES ON DRIVES ON URBAN PAVING PROJECTS |
||
9.12 |
OPERATION OF EQUIPMENT ON GRANULAR SUBBASE |
||
9.13 |
ACCUMULATION OF MATERIALS IN TRANSPORTING VEHICLES |
||
9.14 |
PCC FINISHING MACHINES |
||
9.15 |
OPERATING FINISHING EQUIPMENT ON PREVIOUSLY PLACED CONCRETE IN MULTIPLE‑LANE CONSTRUCTION WORK |
||
|
Protection of Pavement |
||
|
Surface Cleaning |
||
|
Other Equipment |
||
9.16 |
EQUIPMENT WEIGHT LIMITATIONS ON NEW PAVEMENTS & PCC OVERLAYS |
||
|
Joint Cleaning & Sealing Equipment Used on New Pavement & Unbonded PCC Overlays |
||
|
Sawing Equipment Used on Bonded PCC Overlays |
||
|
Joint Cleaning and Sealing Equipment Used on Bonded PCC Overlays |
||
9.20 |
PAVEMENT JOINTS |
||
9.21 |
JOINT SAWING |
||
9.22 |
CLEANING JOINTS |
||
9.23 |
SEALING SAWED JOINTS |
||
|
Joint Filling |
||
|
Sealing Equipment |
||
|
Backer Rod |
||
9.24 |
RESERVED FOR FUTURE USE |
||
9.25 |
CD, ED, EE & EF JOINTS, AND OTHER DOWELED SUPPORT ASSEMBLIES |
||
|
Expansion Joints |
||
|
Bond Breakers |
||
|
Dowel Tolerances |
||
|
Dowel Assembly Placement |
||
|
Marking Joint Locations |
||
|
Blanking Bands |
||
9.26 |
LONGITUDINAL JOINTS DESIGN |
||
|
Tie Bar Placement |
||
9.27 |
LONGITUDINAL JOINT (L JOINT) TIE‑STEEL INSPECTION |
||
|
Procedure |
||
|
Frequency |
||
|
Documentation |
||
|
Tolerance |
||
|
Out-of-Tolerance |
||
|
Retrofit |
||
|
Price Adjustments |
||
9.30 |
INTAKES AND UTILITY ACCESSES |
||
9.31 |
INTAKE CONSTRUCTION ON PAVING JOBS |
||
9.32 |
BOX‑OUTS FOR UTILITY ACCESSES |
||
9.33 |
BOX‑OUTS FOR SLIPFORM PAVING |
||
9.40 |
SURFACE FINISHING |
||
9.41 |
USE OF WATER IN FINISHING CONCRETE |
||
9.42 |
MICROTEXTURE AND MACROTEXTURE |
||
9.43 |
GROOVE DEPTH DETERMINATION |
||
9.44 |
PAVEMENT CROWN |
||
9.45 |
STRAIGHTEDGEING PAVEMENT SURFACE |
||
9.46 |
PAVEMENT DATE AND STATION STAMPING |
||
9.50 |
PROTECTION, CURING, AND REPAIR |
||
9.51 |
PREVENTION OF RAIN DAMAGE TO PLASTIC CONCRETE |
||
9.52 |
CURING OF KEYED AND DOWELED JOINTS |
||
9.53 |
REPAIR OF DEFICIENT PAVEMENT |
||
|
Recommended Repair Method |
||
9.54 |
MUD BALL REPAIR |
||
9.55 |
COLD WEATHER PAVING AND PLANT OPERATIONS |
||
|
Cold Weather Pavement Protection |
||
|
Cold Weather Plant Operation |
||
9.56 |
CURING |
||
9.60 |
CONCRETE MATERIALS ISSUES |
||
9.61 |
CONCRETE SAMPLING LOCATIONS |
||
9.62 |
TESTING PROCEDURES |
||
9.63 |
AIR ENTRAINMENT IN PLASTIC CONCRETE |
||
|
Aggregate Correction Factor |
||
|
Control of Air Content |
||
|
Verification |
||
|
Air Content Outside Tolerance |
||
|
Air Content More Than 0.5% Below Lower Target Content |
||
|
Price Adjustment |
||
9.64 |
CONCRETE VIBRATION AND CONSOLIDATION |
||
9.65 |
PAVEMENT THICKNESS CORES |
||
9.66 |
PAVEMENT SMOOTHNESS |
||
9.67 |
QUALITY MANAGEMENT CONCRETE (QM-C) |
||
|
Measurement and Payment |
||
9.70 |
PCC Patching |
||
9.71 |
Full-Depth PCC Patches |
||
|
Materials |
||
|
PCC Placement |
||
|
Curing |
||
|
Patch Thickness |
||
|
Saw Cuts |
||
|
Patch Smoothness |
||
9.72 |
Partial-Depth PCC Patches |
||
|
Materials |
||
|
|
||
CHAPTER 9 APPENDIX |
|||
Appendix 9-1 |
"Ready Mix Concrete Ticket" (Form 830212) |
||
Appendix 9-2 |
Typical Entrance Cross Section |
||
|
Typical Design Vehicle |
||
Appendix 9-3 |
“Project Information/Paver Inspection” (Form 830213) |
||
Appendix 9-4 |
Axle Weight Restrictions for PCC Pavement |
||
Appendix 9-5 |
"PCC Plant Page" (Forms 800240E and 800240M) |
||
Appendix 9-6 |
Recommended Repairs for Cracking in PCC Pavements |
||
Appendix 9-7 |
Payment for QM-C Pavements |
||
Appendix 9-8 |
Worksheet E003 Modified for Overdepth/Underdepth Patching Quantity Adjustments |
||
Appendix 9-9 |
PCC Paving Field Inspection Checklist |
||
|
|
||
CHAPTER 10 - ENVIRONMENTAL |
|||
|
|||
10.00 |
INTRODUCTION |
||
10.10 |
CLEAN AIR ACT |
||
10.11 |
VOCs |
||
10.20 |
UNDERGROUND TANKS |
||
10.21 |
REGISTRATION |
||
10.22 |
REMOVAL OF USTs |
||
|
Removal of Known Tanks |
||
|
Removal/Discovery of Unknown Tanks |
||
|
Removal of Contaminated Soil |
||
10.30 |
STORM WATER DISCHARGE |
||
10.31 |
NOTICE OF INTENT (NOI) |
||
10.32 |
TYPES OF STORM WATER PERMITS |
||
10.33 |
ADMINISTERING PROJECTS WITH STORM WATER DISCHARGE PERMITS |
||
10.34 |
QUESTIONS OFTEN ASKED |
||
10.40 |
WETLANDS AND SECTION 404 PERMITS – INTRODUCTION |
||
10.41 |
WETLANDS – DEFINITION AND REGULATION |
||
10.42 |
PERMIT PROCESS |
||
10.43 |
MITIGATION |
||
10.44 |
MITIGATION POST CONSTRUCTION REPORT |
||
10.45 |
MITIGATION MONITORING |
||
10.46 |
PRECONSTRUCTION CONFERENCE |
||
10.47 |
COMPLETED WORK CERTIFICATION FORM |
||
10.48 |
CONSTRUCTION WORK NOT SHOWN ON PLANS |
||
10.50 |
BRIDGE PAINTING |
||
|
Background |
||
10.51 |
METHODS OF PAINT REMOVAL |
||
|
Open Abrasive Blast Cleaning |
||
|
Closed Abrasive Blast ‑ (Vacuum Blasting) |
||
|
Hand and Power Tool Cleaning |
||
10.52 |
CONTAINMENT |
||
|
Design Considerations |
||
|
Rules‑of‑Thumb |
||
10.53 |
TOUCH‑UP WORK |
||
|
Preparation for Rusted Areas |
||
|
Cleaning Concrete “Slobbers” |
||
10.54 |
PAINT WASTE DISPOSAL |
||
|
TCLP Testing |
||
|
Hazardous Waste Designation |
||
|
Notice for Transfer of Nonhazardous Paint Waste |
||
10.55 |
PAINTING ISSUES |
||
|
Contingency Plan |
||
|
Equipment Inspection |
||
|
Reserved for Future Use |
||
10.60 |
DISPOSAL OF CONSTRUCTION WASTES |
||
10.61 |
DEMOLITION WASTE, CLEARING & GRUBBING |
||
|
Demolition Notice |
||
|
Demolition by Burning |
||
|
Septic Tanks and Privies |
||
10.62 |
ASBESTOS |
||
|
Background |
||
|
Health Concerns |
||
|
Regulatory Programs |
||
|
Asbestos Removal |
||
|
Abatement Process |
||
|
Field Activities |
||
10.63 |
PAINT WASTE |
||
10.64 |
LIGHT BULBS, THERMOSTATS, & BALLASTS |
||
|
Regulations |
||
|
Project Requirements |
||
|
Paperwork and Labeling |
||
|
Storage and Shipping Requirements |
||
|
Removals and Project Costs |
||
|
Hazardous Waste Manifest |
||
|
Manifest Disposition |
||
|
Paperwork Reality Check |
||
10.70 |
WELLS AND WATER POLLUTION |
||
10.71 |
SURFACE SPILLS (ON LAND OR WATER) |
||
|
What Does This Mean? |
||
|
Who Do We Report To? |
||
|
Reportable Quantities |
||
|
What is Meant by Contain and Clean‑up? |
||
10.72 |
PLUGGING WELLS (WATER OR MONITORING) |
||
10.80 |
PROTECTION OF HISTORIC STRUCTURES (VIBRATION MONITORING) |
||
|
Introduction |
||
10.81 |
Vibration Threshold |
||
10.82 |
Procedures Following an Alarm Event |
||
10.83 |
Damages to Historic Structures |
||
|
|
||
CHAPTER 10 APPENDIX |
|||
Appendix 10-1 |
Reserved for Future Use |
||
Appendix 10-2 |
Co-Permittee Certification Statement |
||
Appendix 10-3 |
“Storm Water Site Inspection” (Form 830214) |
||
Appendix 10-4 |
Notice of Discontinuation |
||
Appendix 10-5 |
Notice for Transfer of Nonhazardous Paint Waste |
||
Appendix 10-6 |
"Abandoned Water Well Plugging Record" |
||
|
(Iowa DNR Form 542-1226) |
||
Appendix 10-7 |
“Notification of Tank Closure or Change-in-Service" |
||
|
(Iowa DNR Form 542-1308) |
||
Appendix 10-8 |
Certificate of Destruction |
||
Appendix 10-9 |
Department of Natural Resources Field Offices |
||
Appendix 10-10 |
Bulbs |
||
Appendix 10-11 |
Reserved for Future Use |
||
Appendix 10-12 |
Abatement and Demolition Flowchart |
||
Appendix 10-13 |
Asbestos Removal Certification of Completion |
||
Appendix 10-14 |
Mercury and PCB-Containing Material Inventory |
||
Appendix 10-15 |
Requirements for Properly Plugging Abandoned Wells |
||
|
|||
CHAPTER 11 - STRUCTURES |
|||
|
|
||
11.00 |
INTRODUCTION |
||
11.01 |
REMOVAL OF BRIDGES |
||
11.02 |
GUIDANCE FOR HEAVY EQUIPMENT & MATERIALS ON BRIDGES |
||
11.03 |
TEMPORARY STRUCTURES FOR THE PROTECTION OF THE PUBLIC |
||
11.04 |
RESERVED FOR FUTURE USE |
||
11.05 |
PILE DRIVING CAP AND HAMMER INFORMATION |
||
11.10 |
EARTHWORK FOR STRUCTURES |
||
11.11 |
EXCAVATION |
||
11.12 |
BACKFILLING STRUCTURES |
||
|
Culverts |
||
|
Bridge Abutments |
||
|
Measurement and Payment |
||
11.20 |
FOUNDATIONS |
||
11.21 |
STAKING AND CHECKING LOCATIONS OF STRUCTURES |
||
|
Check and Double Check |
||
|
Documentation |
||
|
Common Survey Errors to Avoid |
||
|
Encountering Old Substructures |
||
|
Setting Bench Marks (Post Construction) |
||
11.22 |
PILING AND PILE DRIVING |
||
|
Pile Driving |
||
|
Vibratory Hammers |
||
|
Gravity Hammers |
||
|
Diesel Hammers |
||
|
Bearing and Penetration |
||
|
Retaps |
||
|
Dynamic Pile Analyzer |
||
|
Static Load Tests |
||
11.23 |
SPLICING PILE |
||
|
Welding Steel Pile |
||
|
Concrete Pile |
||
11.24 |
PILING ACCEPTANCE |
||
|
Steel Pile |
||
|
Wood Pile |
||
|
Steel Pile Cutoffs |
||
11.25 |
WAVE EQUATION |
||
|
Hammer Data Form |
||
|
Driving Graphs |
||
|
Log of Piling Driven |
||
11.26 |
PREBORED HOLES |
||
|
Typical Preboring |
||
|
Special Prebore Situations |
||
|
Bentonite |
||
11.27 |
DRILLED SHAFTS |
||
11.30 |
BRIDGES |
||
11.31 |
FALSEWORK |
||
|
Temporary Fastenings |
||
|
Falsework Plans |
||
|
Falsework Inspection |
||
|
Falsework Foundations |
||
|
Materials |
||
|
Project Quality |
||
|
Miscellaneous Items |
||
|
Falsework Adjacent To Traffic |
||
|
Field Changes |
||
|
Inspection during Concrete Placement |
||
|
Removal of Falsework |
||
11.32 |
BRIDGES ‑ STEEL BEAM |
||
|
Prebolting Meeting |
||
|
Erecting Steel Beams |
||
|
High Strength Fasteners |
||
|
Painting |
||
11.33 |
BRIDGES ‑ CONCRETE BEAM |
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|
Precast ‑ Prestressed Deck Panels |
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|
Pretensioned Prestressed Concrete Beam (PPC Beam) Erection |
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|
Diaphragms (Steel or Concrete) |
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11.40 |
REINFORCEMENT |
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|
General Placement Guidelines for Bridge Reinforcing Steel |
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11.41 |
PLACEMENT AND CHECKING (BRIDGE FLOORS) |
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|
Slab Thickness |
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|
Clearance of Bottom Reinforcement |
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|
Clearance of Top Mat Reinforcement |
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|
Cover Over Top Mat of Reinforcement |
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|
Slab Bridges |
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|
Special Attention Areas |
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11.42 |
EPOXY COATED REINFORCEMENT |
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|
Care and Handling |
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|
Field Inspection |
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|
Repair of Damaged Coating |
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11.43 |
CAGE STEEL (DRILLED SHAFTS) |
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11.44 |
SPLICING |
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|
Splice Approval |
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11.45 |
PAYMENT FOR REINFORCING STEEL |
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11.50 |
CONCRETE (STRUCTURAL, CLASS X, AND FLOWABLE MORTAR) |
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11.51 |
PCC PLANT PAGE (FORMS 800240E AND 800240M) |
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11.52 |
USE OF READY MIXED STRUCTURAL CONCRETE |
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|
Prepour Meeting |
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|
Inspector’s Checklist |
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11.53 |
ADMIXTURES |
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|
Air Entraining Admixtures |
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Water Reducing Admixtures – Regular |
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Water Reducing Admixtures - Super Plasticizers |
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|
Retarding Admixtures |
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Accelerating Admixtures |
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|
Corrosion Inhibiting Admixtures |
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|
Finely Divided Mineral Admixtures |
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Pozzolanic Materials |
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|
Fly Ash (Class C & F) |
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|
Silica Fume |
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|
Cementitious Materials |
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|
Ground Granulated Blast Furnace Slag (GGBFS) |
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11.54 |
USE OF INSULATED FORMS FOR PROTECTION |
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|
Checking Temperature of Concrete |
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11.55 |
DECK PLACEMENT AND HEAT OF HYDRATION FOR MASS CONCRETE PLACEMENTS |
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|
Deck Placement |
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|
Deck Concrete Temperature and Curing |
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|
Placement Considerations |
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|
Field Documentation |
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|
Heat of Hydration for Mass Concrete Placements |
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11.56 |
PLACEMENT METHODS (PUMPING, BELTING, AND CRANE BUCKET) |
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|
Crane and Bucket |
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|
Belt Placement |
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|
Pump Placement |
||
11.57 |
FORM REMOVAL |
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|
Setting Beams |
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11.58 |
CONCRETE SURFACE FINISH |
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|
Concrete Railings |
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|
Surface Finish on Other Concrete Surfaces |
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11.59 |
FLOWABLE MORTAR |
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|
Backfilling Culverts - Typical Grading |
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|
Plugging Culverts |
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|
Backfilling Culverts - Under Bridges |
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|
Filling Voids Between Culverts |
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11.60 |
DECKS AND OVERLAYS |
||
11.61 |
DECK OVERLAY PREPARATION |
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|
Class A Floor Repair |
||
|
Class A Surface Preparation |
||
|
Work on Adjacent Lanes |
||
11.62 |
SEQUENCE OF POURING |
||
|
Use of Retarders |
||
|
Concrete Bridge Floors |
||
|
Placement Methods |
||
11.63 |
INSTALLATION OF JOINTS |
||
|
Preformed Neoprene Joints |
||
|
Steel Extruded Expansion Joints (Strip Seals) |
||
11.64 |
BRIDGE FLOORS |
||
|
Finishing and Equipment |
||
|
Profile Grades - Overlays |
||
|
Transverse Grooving |
||
|
Longitudinal Grooving In Hardened Concrete |
||
|
Missed Texturing |
||
11.65 |
CONCRETE |
||
|
Concrete Mobile Mixers |
||
|
Frequency of Checks |
||
|
Density Testing |
||
11.66 |
APPROACH SECTIONS |
||
|
Approach Pavements to Bridge Abutments |
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|
“Movable” Abutments |
||
|
“Fixed” Abutments |
||
|
Bridge Approach Tapers |
||
|
Shoulder Maintenance |
||
11.67 |
SMOOTHNESS OF BRIDGE DECKS |
||
|
Checklist |
||
|
Specification 2428 |
||
|
Surface Checking |
||
11.70 |
BARRIER RAILS |
||
11.71 |
CONCRETE F-SHAPE, OPEN, AND RETROFIT RAIL |
||
|
Rail Concrete Placement and Bridge Deck Falsework |
||
11.72 |
SLIP FORM BARRIER RAIL |
||
|
Longitudinal Cracks |
||
|
Reinforcement |
||
|
Reinforcement Bar Cover |
||
|
Misalignment and Nonuniform Top Elevation |
||
|
Shadowing |
||
|
Mix Design for Slip Form and Cast-in-Place |
||
|
Curing of Slip Form Barrier Rail |
||
|
Expansion Joint Construction in Barrier Rail |
||
11.73 |
CAST-IN-PLACE (RETROFIT) BARRIER RAIL |
||
|
Preventing Dowel Installation Damage of Conduit |
||
11.74 |
CAST-IN-PLACE OPEN BARRIER RAIL FORM REMOVAL |
||
11.80 |
REINFORCED CONCRETE CULVERTS |
||
11.81 |
DESIGN CHANGES ON CULVERTS |
||
11.82 |
INSTALLING REINFORCING STEEL, PLACING CONCRETE, AND FORM |
||
|
REMOVAL |
||
|
Installing Reinforcing Steel |
||
|
Placing Concrete |
||
|
Removal of Wall Forms |
||
|
Removal of Slab Forms |
||
11.83 |
BOX CULVERT CURTAIN WALLS |
||
|
Sheet Pile Curtain Wall |
||
|
Reinforcement Placement |
||
11.84 |
BOX CULVERT BELL JOINTS |
||
11.85 |
GUIDELINES FOR INSPECTION OF PRECAST CONCRETE BOX CULVERTS |
||
|
|||
CHAPTER 11 APPENDIX |
|||
Appendix 11-1 |
Cap and Hammer List |
||
Appendix 11-1.30 |
Weight Reporting Form |
||
Appendix 11-2 |
Pile Bearing Evaluation |
||
Appendix 11-3 |
Drilling Templates for Pile Analyzer |
||
Appendix 11-4 |
Welding Requirements for Piling |
||
Appendix 11-5 |
Blank Hammer Data Forms & Blank Pile Driving Graphs |
||
Appendix 11-6 |
Example Pile Driving Graphs |
||
Appendix 11-7 |
Blank Log of Piling Form |
||
Appendix 11-8 |
Example Log of Piling |
||
Appendix 11-9 |
Piling Layout |
||
Appendix 11-10 |
Bentonite Cartoons |
||
Appendix 11-11 |
Blank Drilled Shaft Field Report and Drilled Shaft Concrete Report |
||
Appendix 11-12 |
Rotational Capacity Test |
||
Appendix 11-13 |
Blank Rotational Capacity Forms and Example |
||
Appendix 11-14 |
Turn-of Nut Procedure |
||
Appendix 11-15 |
Example Calibration Sheet for SKIDMORE |
||
Appendix 11-16 |
Blank Bridge Deck Evaporation Reports (E122 and M122) and Bridge Deck Observation Reports (E139 and M139) |
||
Appendix 11-17 |
Relative Humidity Charts |
||
Appendix 11-18 |
Reserved for Future Use |
||
Appendix 11-19 |
Deck Concrete Placement Diagrams |
||
Appendix 11-20 |
Single Acting Diesel Hammer Diagram |
||
Appendix 11-21 |
Steel and Wood Pile Set Up Diagrams |
||
Appendix 11-22 |
SPECIAL INSTRUCTIONS FOR CITIES/COUNTIES |
||
|
Log of Piling Driven (ENR) |
||
|
Falsework Plans |
||
|
Log of Piling Driven (Form 830210) |
||
|
Samples of Log of Piling Driven (ENR) |
||
|
ENR Pile Tables |
||
Appendix 11-23 |
Shimming of Falsework Support Illustration |
||
Appendix 11-24 |
Bridge Deck Placement Illustration |
||
Appendix 11-25 |
Flowable Mortar Backfill Around Flanges Illustration |
||
Appendix 11-26 |
Notification of Demolition |
||
Appendix 11-27 |
Disposition of Scrap Steel |
||
|
|
||
CHAPTER 12 - INCIDENTAL CONSTRUCTION |
|||
|
|||
12.00 |
UTILITIES |
||
12.01 |
UTILITY RELOCATION |
||
12.02 |
UTILITY RELOCATION ‑ FEDERAL AID PROJECTS |
||
12.03 |
RAILROAD AGREEMENTS FOR HIGHWAY PROJECT ACCOMMODATION |
||
12.04 |
“CERTIFICATE OF COMPLETION AND FINAL ACCEPTANCE FOR AGREEMENT |
||
|
WORK” (FORM 640003) |
||
|
Preparation of Form 640003 |
||
|
State Reimbursement from Utilities |
||
12.10 |
PERMANENT LIGHTING |
||
12.11 |
SHOP DRAWINGS |
||
12.12 |
STAKING OF LIGHT POLE FOOTINGS |
||
12.13 |
FOOTINGS FOR LIGHT POLES |
||
12.14 |
WOOD POLES ON LIGHTING PROJECTS |
||
12.15 |
TESTING LIGHTING CIRCUITS |
||
12.16 |
PAYMENT FOR LIGHTING PROJECT ELECTRIC POWER |
||
12.17 |
COMPLETION AND ACCEPTANCE |
||
12.20 |
PERMANENT SIGNING |
||
12.21 |
ACCEPTANCE OF SIGNS ON SIGNING CONTRACTS |
||
12.22 |
OVERHEAD SIGN TRUSS CONSTRUCTION |
||
12.30 |
STEEL BEAM GUARDRAIL |
||
12.31 |
GENERAL INSTRUCTIONS |
||
12.32 |
STEEL BEAM GUARDRAIL INSTALLATION |
||
|
Rail Alignment |
||
|
Guardrail Posts |
||
|
Rail Section Location |
||
|
Rail Height |
||
|
Lapping of Guardrail |
||
12.33 |
END TERMINALS |
||
12.34 |
BRIDGE CONNECTIONS |
||
12.35 |
OBJECT MARKERS |
||
12.36 |
DELINEATORS |
||
12.40 |
PAVEMENT SURFACE REPAIR |
||
12.41 |
DIAMOND GRINDING |
||
|
Pavement Smoothness |
||
|
Testing Equipment |
||
|
Surface Texture |
||
|
Documentation |
||
12.42 |
NIGHTTIME DIAMOND GRINDING |
||
|
All Roadways |
||
|
Two‑Lane Two‑Way Roadways |
||
|
Four-Lane Divided Roadways |
||
|
Four-Lane Undivided Roadways |
||
|
|
||
CHAPTER 12 APPENDIX |
|||
Appendix 12-1 |
"Certificate of Completion and Final |
||
|
Acceptance of Agreement Work" (Form 640003) |
||
Appendix 12-2 |
ANSI Wood Pole Requirements |
||
Appendix 12-3 |
Guardrail Installation Checklist |
||
Appendix 12-4 |
Reserved For Future Use |
||
Appendix 12-5 |
Adjustment of Guardrail |
||
Appendix 12-6 |
Reserved For Future Use |
||
Appendix 12-7 |
W-Beam and Thrie Beam Rail Lapping Procedure |
||
Appendix 12-8 |
Overhead Sign Truss Construction Checklist |
||
Appendix 12-9 |
Diamond Grinding Basic Terms and Components |
||