INDIANA · 2009. 3. 30. · (a) When the first digit discarded is less than 5, the last digit...

INDIANA

DEPARTMENT OF

TRANSPORTATION ____________

STANDARD

SPECIFICATIONS

2010

MITCHELL E. DANIELS, JR. GOVERNOR

INDIANA

DEPARTMENT OF TRANSPORTATION

Michael W. Reed COMMISSIONER

DEPUTY COMMISSIONERS

John Weaver Chief Information Officer

Jim Poturalski

HIGHWAY MANAGEMENT

Bernard Seel FINANCE AND FORECASTING

Michael B. Cline

DISTRICT OPERATIONS and TRAFFIC MANAGEMENT

Mark Ahearn CHIEF LEGAL COUNSEL

Joseph Gustin

PLANNING OPERATIONS

Bruce Childs COMMUNICATIONS

STANDARDS COMMITTEE

CHAIRMAN Mark A. Miller, Construction Management Director

MEMBERS

David H. Andrewski, Pavement Engineering Mike Bowman, Highway Operations Division

Robert D. Cales, Contract Administration Division Tom Caplinger, Crawfordsville District Production Ronald L. Heustis, Construction Technical Support

James W. Keefer, Fort Wayne District Construction Engineer Dennis A. Kuchler, State Construction Engineer

Anne M. Rearick, Production Management Division, Structural Services Ronald P. Walker, Materials Management

John E. Wright, Production Management Division, Roadway Services

SECRETARY

Mike Milligan, Specifications Engineer

iii

METRICS The first two paragraphs of 109.01, Measurement of Quantities reads as follows: (a) General Requirements All measurements of work completed under the contract will be according to the English System unless otherwise specified. The standard measures shown in this publication are mostly in the English System of Units such as feet and inches, pounds, gallons, and acres. In this text where the standard measure is given in the English System, metric equivalents are shown in parentheses. The measures shown in parentheses are intended only for those contracts in which they are specified. No guarantee is provided, explicit or implicit, that the units are accurate conversions. Work included in the contract will be accepted on the basis of measures shown in parentheses only when such measures are specified. In addition to the English equivalents shown in the text, the following general notes and table are provided to assist you in becoming familiar with the metric system.

iv

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kilo

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1000

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vi

GENERAL NOTES 1. The SI unit of millimeter should be used to convert inches to millimeters. 2. The SI unit of Mass is the Kilogram (Kg) which should be used for smaller

masses expressed in pounds. The megagram (Mg) should be used for larger masses expressed in tons.

3. All units peculiar to the various cgs systems (measurement systems constructed

by using the centimeter, gram and second as base units) are to be avoided. 4. In commercial and everyday use, the term weight nearly always means mass;

thus, when one speaks of a person’s weight, the quantity referred to is mass. In Science and Technology, the term weight of a body has usually meant the force that, if applied to the body, would give it an acceleration equal to the local acceleration of free fall g (acceleration of gravity). When the term is used, it is important to know whether mass or force is intended and to use SI Units properly, by using Kilograms for Mass or Newtons for Force. The use of force of gravity (mass times acceleration of gravity) instead of weight with this meaning is recommended. Because of the dual use of the term weight as a quantity, this term should be avoided in technical practice except under circumstances in which its meaning is completely clear.

5. The term load means either mass or force, depending on its use. A load that

produces a vertically downward force because of the influence of gravity acting on a mass may be expressed in mass units. Any other load is expressed in force units.

6. A quantity stated as limits, such as “not more than” or “maximum”, must be

handled so that the stated limit is not violated. 7. Conversion of quantities should be handled with careful regard to the implied

correspondence between the accuracy of the data and the given number of digits. In all conversions, the number of significant digits retained should be such that accuracy is neither sacrificed nor exaggerated. For example, a length of 125 ft converts exactly to 38.1 m. If however, the 125 ft length has been obtained by rounding to the nearest 5 ft, the conversion should be given as 38 m. The proper conversion procedure is to multiply a value by a conversion factor that is more accurate than is required, the result is then rounded to the appropriate number of significant digits.

8. For calculation of results, avoid rounding of intermediate quantities. For

reporting results, the rule for addition and subtraction is that the answer shall contain no significant digits farther to the right than occur in the least precise number. The rule for multiplication and division is that the product or quotient

vii

shall contain no more significant digits than are contained in the number with the fewest significant digits used in the multiplication.

9. When a figure is to be rounded to fewer digits than the total number available,

the standard “5” up procedures should be used as follows; (a) When the first digit discarded is less than 5, the last digit retained

should not be changed. For example, 3.46325, if rounded to three digits, would be 3.463; if rounded to two digits, would be 3.46.

(b) When the first digit discarded is 5 or greater, the last digit retained

should be increased by one unit. For example, 8.37652, if rounded to three digits, would be 8.377; if rounded to two digits would be 8.38.

10. Refer to ASTM SI 10 American National Standard for Use of the International

System of Units (SI) for other conversion factors. 11. This specification book uses the word “shall” to describe the Contractor’s

responsibilities. The word “will” is used to describe the Department’s responsibilities. The words “shall” and “will” are not required to be followed by the words “by the Contractor” or “by the Department” to retain these meanings.

TABLE OF CONTENTS Section Title Page

viii

SECTION 100 – GENERAL PROVISIONS SECTION 101 – DEFINITIONS AND TERMS........................................................ 1

101.01 Abbreviations............................................................................................1 101.02 Above Normal Inclement Weather Days..................................................3 101.03 Blank.........................................................................................................3 101.04 Bid Bond...................................................................................................3 101.05 Bidder .......................................................................................................3 101.06 Bridge .......................................................................................................4

(a) Length ..................................................................................................... 4 (b) Roadway Width ...................................................................................... 4

101.06.1 Business Day .........................................................................................4 101.07 Calendar Day ............................................................................................4 101.08 Blank.........................................................................................................4 101.09 Change Order............................................................................................4 101.10 Construction Limits ..................................................................................4 101.11 Contract ....................................................................................................4 101.12 Contract Information Book.......................................................................5 101.13 Contract Item (Pay Item) ..........................................................................5 101.14 Contract Time ...........................................................................................5 101.15 Contractor .................................................................................................5 101.16 Culvert ......................................................................................................5 101.17 Department ...............................................................................................5

(a) Materials and Tests Division................................................................... 5 (b) Contract Services Section ....................................................................... 5 (c) Logistical Support Center ....................................................................... 5

101.18 Commissioner...........................................................................................5 101.19 Embankment Foundation..........................................................................6 101.20 Engineer....................................................................................................6 101.21 Equipment.................................................................................................6 101.22 Extra Work ...............................................................................................6 101.23 Failed Material..........................................................................................6 101.24 Force Account Work.................................................................................6 101.25 Frequency Manual ....................................................................................6 101.26 Holidays....................................................................................................6 101.26.1 Indianapolis Traffic Management Center ..............................................7 101.27 Invitation for Bids.....................................................................................7 101.28 Itemized Proposal .....................................................................................7 101.29 Laboratory ................................................................................................7 101.30 Major and Minor Contract Items ..............................................................7 101.31 Materials ...................................................................................................7 101.32 Notice to Proceed......................................................................................7 101.33 Open to Unrestricted Traffic.....................................................................8 101.34 Pavement Structure...................................................................................8 101.35 Performance Bond ....................................................................................8


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101.36 Plans .........................................................................................................8 101.37 Professional Engineer ...............................................................................8 101.38 Profile Grade.............................................................................................8 101.39 Project.......................................................................................................8 101.40 Proposal ....................................................................................................8 101.41 Proposal Book...........................................................................................8 101.42 Quality Assurances Adjustments ..............................................................8 101.43 Reasonably Close Conformance...............................................................9 101.44 Right-of-Way............................................................................................9 101.45 Road..........................................................................................................9 101.46 Roadbed....................................................................................................9 101.47 Roadside ...................................................................................................9 101.48 Roadside Development.............................................................................9 101.49 Roadway ...................................................................................................9 101.50 Schedule of Pay Items ............................................................................10 101.51 Shoulder..................................................................................................10 101.52 Sidewalk .................................................................................................10 101.53 Special Provisions...................................................................................10 101.54 Specifications..........................................................................................10 101.55 Specified Completion Date.....................................................................10 101.56 State ........................................................................................................10 101.57 Street.......................................................................................................10 101.58 Structures ................................................................................................10 101.59 Substantial Completion...........................................................................10 101.60 Blank.......................................................................................................11 101.61 Subcontractor..........................................................................................11 101.62 Subgrade .................................................................................................11 101.63 Substructure ............................................................................................11 101.64 Superintendent ........................................................................................11 101.65 Superstructure.........................................................................................11 101.66 Supplemental Specifications...................................................................11 101.67 Surety......................................................................................................11 101.68 Technician or Inspector ..........................................................................11 101.69 Titles (Headings) ....................................................................................11 101.70 Township, Town, City ............................................................................11 101.71 Traveled Way .........................................................................................12 101.72 Work .......................................................................................................12 101.73 Work Day ...............................................................................................12 101.74 Working Drawings..................................................................................12

SECTION 102 – BIDDING REQUIREMENTS AND CONDITIONS ................... 12 102.01 Prequalification and Bidding ..................................................................12 102.02 Certification Regarding Lobbying for Contracts, Grants, Loans, and Cooperative Agreements ........................................................................12


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SECTION 103 – AWARD AND EXECUTION OF CONTRACT.......................... 13 103.01 Disadvantaged Business Enterprise Program .........................................13

(a) General Requirements........................................................................... 13 (b) Definitions ............................................................................................ 13

1. DBE ................................................................................................... 13 2. Small Business Concern .................................................................... 14 3. Socially and Economically Disadvantaged Individuals ..................... 14 4. Certified DBE .................................................................................... 14

(c) Goal....................................................................................................... 14 1. DBE Joint Venture Type A................................................................ 14 2. DBE Joint Venture Type B................................................................ 15

(d) Affirmative Actions .............................................................................. 15 (e) Guidelines for Determining Good Faith Efforts.................................... 16 (f) Affirmative Action Certification ........................................................... 18 (g) Subcontracts.......................................................................................... 18 (h) Leases and Rentals................................................................................ 19 (i) Records and Reports .............................................................................. 19

103.02 Specific Equal Employment Opportunity Responsibilities.....................20 103.03 Blank.......................................................................................................20 103.04 Insurance.................................................................................................20

(a) Worker’s Compensation and Employer’s Liability............................... 21 (b) Commercial General Liability .............................................................. 21 (c) Business Automobile Liability.............................................................. 21 (d) Railroad’s Protective Liability .............................................................. 21 (e) Owner’s and Contractor’s Protective Liability Insurance Coverage for Operations of Designated Contractor.............................. 22 (f) Basis of Payment ................................................................................... 23

103.05 Waiver of Damages ................................................................................23 103.06 Wage and Labor Requirements...............................................................23

(a) Non-discrimination of Employees ........................................................ 23 (b) Affidavits and Payrolls ......................................................................... 23 (c) Wage Stipulations ................................................................................. 24

1. General Decision Included in Contract Information Book ................ 24 2. General Decision Not Included in Contract Information Book ......... 24

103.07 Accident Prevention and Safety..............................................................24 SECTION 104 – SCOPE OF WORK....................................................................... 25

104.01 Intent of Contract....................................................................................25 104.02 Changed Conditions................................................................................26

(a) Differing Site Conditions ...................................................................... 26 (b) Suspensions of Work Ordered by the Engineer .................................... 26 (c) Significant Changes in the Character of Work...................................... 27 (d) Pre-established Remedies to Changed Conditions................................ 28

1. Acceleration....................................................................................... 29 2. Inefficiencies ..................................................................................... 29


xi

3. Unrecoverable Costs.......................................................................... 30 4. Unacceptable Cost Calculation Methods ........................................... 30

104.03 Extra Work .............................................................................................30 104.04 Maintenance of Traffic ...........................................................................30

(a) Special Detours ..................................................................................... 31 (b) Maintenance Directed by the Engineer................................................. 31 (c) Blank..................................................................................................... 32 (d) Traffic Control for Patching on a Two-Lane Roadway ........................ 32

104.05 Removal and Disposal of Structures and Obstructions...........................32 104.06 Removal and Disposal of Regulated Materials.......................................33

(a) For Such Materials which are Identified in the Proposal Book as Being Present on the Project Site ..................................................... 34 (b) For Such Materials which are not Identified in the Proposal Book as Being Present on the Project Site............................................ 34

104.07 Rights in and Use of Materials Found in the Project Site .......................36 104.08 Final Clean-Up .......................................................................................37

SECTION 105 – CONTROL OF WORK................................................................. 37 105.01 Authority of the Engineer .......................................................................37 105.02 Plans and Working Drawings .................................................................38 105.03 Conformance with Plans and Specifications...........................................38 105.04 Coordination of Plans, Standard Specifications, Supplemental Specifications, and Special Provisions ...................................................39 105.05 Cooperation by Contractor .....................................................................40 105.06 Cooperation with Utilities.......................................................................40 105.07 Cooperation Between Contractors ..........................................................41 105.08 Construction Stakes, Lines, and Grades .................................................42

(a) Construction Engineering by the State.................................................. 42 (b) Construction Engineering by the Contractor......................................... 42 (c) Production Staking by the Contractor ................................................... 45

105.09 Duties of Technician and Inspector ........................................................46 105.10 Inspection of Work .................................................................................47 105.11 Removal of Unacceptable and Unauthorized Work ...............................47 105.12 Load Restrictions ....................................................................................48 105.13 Maintenance During Construction..........................................................48 105.14 Failure to Maintain Roadway, Structures, Barricades, and Construction Signs..................................................................................49 105.15 Acceptance and Final Inspection ............................................................49

(a) Partial Acceptance................................................................................. 49 (b) Final Acceptance................................................................................... 50

105.16 Notice of Changed Conditions and Claims.............................................50 (a) Contractual Notice of a Changed Condition ......................................... 50 (b) Claims ................................................................................................... 51

1. Required Documentation ................................................................... 51 2. Auditing of Claims ............................................................................ 52

(c) Claim Resolution Process ..................................................................... 52


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1. Project Level Review......................................................................... 52 2. District Office Review....................................................................... 53 3. Central Office Review ....................................................................... 54

SECTION 106 – CONTROL OF MATERIAL ........................................................ 55 106.01 Source of Supply and Quality Requirements..........................................55

(a) Approved or Prequalified Materials ...................................................... 55 (b) Material Records................................................................................... 56

1. Documentation of Material Delivery ................................................. 56 2. Delivery Ticket Information .............................................................. 57 3. Payment Procedures........................................................................... 57

(c) Buy America Requirement.................................................................... 57 106.02 Samples, Tests, Cited Specifications ......................................................57 106.03 Plant Inspection ......................................................................................58 106.04 Blank.......................................................................................................59 106.05 Storage of Materials................................................................................59 106.06 Handling of Materials .............................................................................59 106.07 Unacceptable Materials ..........................................................................59 106.08 Hazard Communication Program ...........................................................60 106.09 Department Furnished Materials ............................................................60 106.10 Proportioning Materials ..........................................................................60 106.11 Sample Asbestos Exclusion Letter .........................................................60

SECTION 107 – LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC ........................................................................................ 61

107.01 Laws to be Observed ..............................................................................61 107.02 Permits, Licenses, and Taxes..................................................................62 107.03 Patented Devices, Materials, and Processes ...........................................63 107.04 Restoration of Surfaces Opened by Permit .............................................63 107.05 Federal Aid Provisions ...........................................................................63 107.06 Equal Employment Opportunity Trainees ..............................................63 107.07 Sanitary Conditions Requirements .........................................................66 107.08 Public Convenience and Safety ..............................................................66

(a) Worker Safety ....................................................................................... 66 (b) Dust and Air Pollution .......................................................................... 66 (c) Protection to Traffic .............................................................................. 66 (d) Notice to Local Public Officials ........................................................... 67 (e) Convenience to Traffic and Property Owners....................................... 67

107.09 Railroad-Highway Requirements ...........................................................68 (a) Protection of Track Ballast.................................................................... 68 (b) Hold Harmless Clause .......................................................................... 69

107.10 Blank.......................................................................................................69 107.11 Bridges over Navigable Waters ..............................................................69 107.12 Traffic Control Devices ..........................................................................69 107.13 Use of Explosives ...................................................................................71 107.14 Protection and Restoration of Property and Landscape ..........................71


xiii

107.15 Erosion Control Plan and Proof of Publication.......................................72 107.16 Forest Protection.....................................................................................72 107.17 Responsibility for Damage Claims .........................................................73 107.18 Opening Sections of Project to Traffic ...................................................74 107.19 Contractor’s Responsibility for Work.....................................................74 107.20 Contractor’s Responsibility for Utility Property and Services ...............75 107.21 Furnishing Right-of-Way........................................................................76 107.22 Personal Liability of Public Officials .....................................................76 107.23 Waiver of Legal Rights...........................................................................76 107.24 Governing Law.......................................................................................77 107.25 Severability.............................................................................................77

SECTION 108 – PROSECUTION AND PROGRESS ............................................ 77 108.01 Subletting of Contract.............................................................................77 108.02 Release of Retainage to Subcontractors..................................................77 108.03 Notice to Proceed....................................................................................78 108.04 Prosecution of the Work .........................................................................78 108.05 Pre-phase Site Construction Meetings ....................................................81 108.06 Limitation of Operations.........................................................................81 108.07 Character of Workers, Methods, and Equipment....................................82 108.08 Determination and Extension of Contract Time .....................................83

(a) Excusable, Non-Compensable Delays .................................................. 86 (b) Excusable, Compensable Delays .......................................................... 87 (c) Non-Excusable Delays .......................................................................... 87 (d) Concurrent Delays ................................................................................ 87

108.09 Failure to Complete on Time ..................................................................88 108.10 Default and Termination of Contract......................................................89 108.11 Termination of Contractor’s Responsibility ...........................................90 108.12 Contract Documentation.........................................................................91

SECTION 109 – MEASUREMENT AND PAYMENT .......................................... 91 109.01 Measurement of Quantities.....................................................................91

(a) General Requirements........................................................................... 91 (b) Scales and Measurement by Weight (Mass) ......................................... 93 (c) Measurement by Volume ...................................................................... 94 (d) Measurement of Asphalt Materials ....................................................... 95 (e) Measurement of PCC............................................................................ 96 (f) Measurement of Aggregates.................................................................. 96 (g) Measurement of Timber or Lumber...................................................... 97 (h) Rental of Equipment ............................................................................. 97 (i) Manufactured Materials......................................................................... 97

109.02 Scope of Payment ...................................................................................97 109.03 Compensation for Altered Quantities .....................................................98 109.04 Cost Reduction Incentive, CRI ...............................................................98

(a) CRI Initial Requirements ...................................................................... 99 (b) CRI Formal Proposal Requirements ................................................... 100


xiv

(c) Approval of Formal CRI Proposal ...................................................... 102 (d) Payment for Design of Formal Proposal, if Rejected.......................... 102 (e) Other Conditions ................................................................................. 103 (f) Time Savings Proposals ...................................................................... 104 (g) Adjustments to Contract Time ............................................................ 104 (h) Method of Measurement ..................................................................... 104 (i) Basis of Payment ................................................................................. 104

109.05 Payment for Extra Work.......................................................................105 (a) Agreed Price........................................................................................ 105 (b) Force Account..................................................................................... 105

1. Labor Costs...................................................................................... 106 2. Bond and Insurance ......................................................................... 106 3. Materials .......................................................................................... 106 4. Equipment........................................................................................ 106 5. Miscellaneous .................................................................................. 107 6. Subcontracting ................................................................................. 107 7. Compensation .................................................................................. 107

8. Statements ............................................................................................ 107 109.05.1 Quality Adjustments ..........................................................................108

(a) HMA ................................................................................................... 108 (b) PCCP .................................................................................................. 108 (c) Superstructure Concrete, SC ............................................................... 109 (d) Temporary Traffic Control Devices, TTCD ....................................... 109 (e) Failed Materials, FM........................................................................... 109

109.05.2 Delay Costs........................................................................................109 (a) Allowable Delay Costs........................................................................ 109

1. Labor................................................................................................ 109 2. Insurance.......................................................................................... 110 3. Equipment........................................................................................ 110 4. Field Office Costs ............................................................................ 110 5. Escalation Costs............................................................................... 110

a. Labor Escalation.......................................................................... 110 b. Materials Escalation or Storage .................................................. 110 c. Equipment Escalation.................................................................. 111

109.06 Eliminated Pay Items............................................................................111 109.07 Partial Payments ...................................................................................111 109.08 Final Payment .......................................................................................111

SECTION 110 – MOBILIZATION AND DEMOBILIZATION........................... 112 110.01 Description............................................................................................112 110.02 Limitations............................................................................................112 110.03 Method of Measurement.......................................................................112 110.04 Basis of Payment ..................................................................................112

SECTION 111 – STOCKPILED MATERIALS .................................................... 113 111.01 Description............................................................................................113


xv

111.02 General Requirements ..........................................................................113 111.03 Structural Steel and Concrete Structural Members...............................113

(a) Delivered to the Job Site ..................................................................... 113 (b) Acceptably Stored at the Fabricator’s or Manufacturer’s Storage Facilities ............................................................................................. 113

111.04 Dowel Bar Assemblies .........................................................................114 111.05 Granular Base, Subbase Materials, and Aggregates for HMA and Concrete Pavements..............................................................................114 111.06 Bridge Expansion Joints .......................................................................114

(a) Type SS............................................................................................... 114 (b) Type M................................................................................................ 114

111.07 Structural Supports for Signals, Signs, and Luminaires .......................115 111.08 Precast Concrete Median Barrier ..........................................................115 111.09 Additional Requirements ......................................................................115 111.10 Method of Measurement.......................................................................115 111.11 Basis of Payment ..................................................................................116

SECTION 112 – BLANK....................................................................................... 116 SECTION 113 – PARTNERING OVERHEAD .................................................... 116

113.01 Description............................................................................................116 113.02 Requirements ........................................................................................116

(a) Meeting Room .................................................................................... 116 (b) Meeting Length................................................................................... 117 (c) Facilitator ............................................................................................ 117

113.03 Method of Measurement.......................................................................117 113.04 Basis of Payment ..................................................................................117

SECTION 200 – EARTHWORK

SECTION 201 – CLEARING AND GRUBBING ................................................. 118 201.01 Description........................................................................................... 118 201.02 General ................................................................................................ 118 201.03 Clearing and Grubbing ........................................................................ 118 201.04 Scalping ............................................................................................... 119 201.05 Hedge Removal ................................................................................... 119 201.06 Method of Measurement...................................................................... 119

(a) Area Basis ........................................................................................... 119 (b) Lump Sum Basis................................................................................. 119 (c) Linear Basis ........................................................................................ 119 (d) Individual Unit Basis .......................................................................... 120

201.07 Basis of Payment ................................................................................. 120 (a) Area Basis ........................................................................................... 120 (b) Lump Sum Basis................................................................................. 120 (c) Linear Basis ........................................................................................ 120 (d) Individual Unit Basis .......................................................................... 121


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(e) Clearing Right-of-Way ....................................................................... 121 (f) Exclusions ........................................................................................... 121

SECTION 202 – REMOVAL OF STRUCTURES AND OBSTRUCTIONS........ 122 202.01 Description........................................................................................... 122 202.02 General Requirements ......................................................................... 122

(a) Type Y Waste ..................................................................................... 123 (b) Type Z Waste...................................................................................... 124

202.03 Removal of Bridges, Culverts, and Other Drainage Structures ........... 124 (a) Complete ............................................................................................. 124 (b) Portions ............................................................................................... 124 (c) Disposal of Concrete........................................................................... 125

202.04 Removal of Pipe and Tile Drains......................................................... 126 202.05 Removal of PCCP, Sidewalks, Curbs, etc. .......................................... 126 202.06 Removal of Houses and Buildings....................................................... 127 202.07 Inspection and Removal of Asbestos................................................... 127 202.08 Removal of Underground Storage Tanks Containing Petroleum Products or Other Hazardous Chemicals ............................................. 128

(a) Type A Waste ..................................................................................... 130 (b) Type B Waste ..................................................................................... 130 (c) Type C Waste...................................................................................... 130

202.09 Remediation of Contaminated Soil and Groundwater ......................... 130 202.10 Remediation of Other Regulated Materials ......................................... 131 202.11 Transportation and Disposal of Regulated Materials........................... 131 202.12 Blank.................................................................................................... 132 202.13 Method of Measurement...................................................................... 132 202.14 Basis of Payment ................................................................................. 133

SECTION 203 – EXCAVATION AND EMBANKMENT ................................... 138 203.01 Description........................................................................................... 138 203.02 Common Excavation ........................................................................... 138 203.03 Rock Excavation.................................................................................. 138 203.04 Unclassified Excavation ...................................................................... 139 203.05 Peat Excavation ................................................................................... 139 203.06 Waterway Excavation.......................................................................... 139 203.07 Class Y Excavation.............................................................................. 139 203.08 Borrow or Disposal.............................................................................. 139 203.08.1 Linear Grading.................................................................................. 142 203.09 General Requirements ......................................................................... 142 203.10 Disposal of Excavated Material Except Waterway and Peat Excavation ................................................................................... 144 203.11 Disposal of Waterway Excavation....................................................... 145 203.12 Disposal of Peat ................................................................................... 145 203.13 Slides ................................................................................................... 145 203.14 Drainage............................................................................................... 145 203.15 Excavating Rock.................................................................................. 147


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203.16 Peat Deposit Treatment........................................................................ 149 (a) Treatment of Existing Fills.................................................................. 149 (b) Treatment by Removal........................................................................ 150 (c) Treatment by Displacement ................................................................ 150

203.17 Cased Test Holes ................................................................................. 151 203.18 Embankment Construction .................................................................. 151 203.19 Embankment Over and Around Structures .......................................... 152 203.20 Rock and Shale Embankment .............................................................. 152

(a) Rock Embankment.............................................................................. 152 (b) Shale, Shale and Soft Rock Mixtures, or Soft Rock ........................... 153 (c) Shale and Thinly Layered Limestone.................................................. 154

203.21 Embankment on Hillsides or Slopes .................................................... 155 203.22 Embankment Over Existing Roadbeds ................................................ 155 203.23 Embankment Other Than Rock and Shale, With Density Control ...... 156 203.24 Method of Making Density Tests ........................................................ 157

(a) Laboratory........................................................................................... 157 (b) Field .................................................................................................... 157

203.25 Embankment Without Density Control ............................................... 158 203.26 Proofrolling.......................................................................................... 158 203.27 Method of Measurement...................................................................... 159

(a) Contract Quantity................................................................................ 159 (b) Measured Quantities ........................................................................... 159 (c) Measurement on a Linear Basis .......................................................... 160 (d) Measurement of Excavation Items on a Weight Basis........................ 160 (e) Measurement of Embankments........................................................... 160 (f) Measurement of Borrow...................................................................... 161 (g) Measurement of Embankment Foundation Soils Treatment............... 161 (h) Measurement of Water for Shale, Shale and Soft Rock Mixtures, or Soft Rock ....................................................................... 162 (i) Lump Sum ........................................................................................... 162 (j) Measurement of Exploratory Cores ..................................................... 162

203.28 Basis of Payment ................................................................................. 162 SECTION 204 – GEOTECHNICAL INSTRUMENTATION............................... 166

204.01 Description........................................................................................... 166 204.02 Materials .............................................................................................. 166 204.03 Settlement Plates.................................................................................. 166

(a) Installation Requirements.................................................................... 166 (b) Instrument Readings and Settlement Period ....................................... 167

204.04 Standpipe Piezometers......................................................................... 167 (a) Installation Requirements.................................................................... 168 (b) Readings and Maintenance of Piezometer .......................................... 169

204.05 Method of Measurement...................................................................... 170 204.06 Basis of Payment ................................................................................. 170


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SECTION 205 – TEMPORARY EROSION AND SEDIMENT CONTROL ....... 171 205.01 Description........................................................................................... 171 205.02 Materials .............................................................................................. 171 205.03 Control Measures................................................................................. 171

(a) Silt Fence ............................................................................................ 171 (b) Temporary Mulching .......................................................................... 172 (c) Check Dams ........................................................................................ 172

1. Revetment Riprap ............................................................................ 172 2. Straw Bales ...................................................................................... 172

(d) Interceptor Ditches.............................................................................. 172 (e) Sediment Traps ................................................................................... 172 (f) Sediment Basins .................................................................................. 172 (g) Ditch Inlet Protection.......................................................................... 172 (h) Slope Drains........................................................................................ 172 (i) Temporary Seeding.............................................................................. 172 (j) Vegetative Filter Strips ........................................................................ 173 (k) Splashpads .......................................................................................... 173 (l) Deck and Curb Inlet Protection ........................................................... 173 (m) Detention Ponds................................................................................. 173 (n) Retention Ponds .................................................................................. 173

205.04 Maintenance......................................................................................... 173 205.05 Removal............................................................................................... 173 205.06 Method of Measurement...................................................................... 173 205.07 Basis of Payment ................................................................................. 174

SECTION 206 – STRUCTURE EXCAVATION .................................................. 175 206.01 Description........................................................................................... 175 206.02 Class X Excavation.............................................................................. 176

(a) General Excavation ............................................................................. 176 (b) Excavation for Foundation of Traffic Support Structures................... 176

206.03 Wet Excavation.................................................................................... 177 206.04 Dry Excavation .................................................................................... 177 206.05 Foundation Excavation, Unclassified .................................................. 177 206.06 General Requirements ......................................................................... 177 206.07 Disposal of Excavated Material ........................................................... 178 206.08 Preparation of Foundation Surfaces..................................................... 178 206.09 Cofferdams and Temporary Construction Dikes ................................. 179 206.10 Method of Measurement...................................................................... 180 206.11 Basis of Payment ................................................................................. 181

(a) Culverts ............................................................................................... 184 (b) Bridges................................................................................................ 184 (c) Traffic Structure Supports................................................................... 186

SECTION 207 – SUBGRADE ............................................................................... 186 207.01 Description........................................................................................... 186 207.02 Materials .............................................................................................. 186


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207.03 General Requirements ......................................................................... 187 207.04 Subgrade Treatments ........................................................................... 188 207.05 Method of Measurement...................................................................... 189 207.06 Basis of Payment ................................................................................. 189

SECTION 208 – FINISHING SHOULDERS, DITCHES, AND SLOPES............ 190 208.01 Description........................................................................................... 190 208.02 Finishing Shoulders ............................................................................. 190 208.03 Finishing Ditches ................................................................................. 190 208.04 Finishing Slopes .................................................................................. 191 208.05 Blank.................................................................................................... 191 208.06 Finishing at Contract Drainage Structures........................................... 191 208.07 Method of Measurement...................................................................... 191 208.08 Basis of Payment ................................................................................. 191

SECTION 209 – FINISHING EARTH GRADED ROADS .................................. 191 209.01 Description........................................................................................... 191 209.02 Construction Requirements.................................................................. 191 209.03 Method of Measurement...................................................................... 192 209.04 Basis of Payment ................................................................................. 192

SECTION 210 – FINAL TRIMMING AND CLEANING .................................... 192 210.01 Description........................................................................................... 192 210.02 Construction Requirements.................................................................. 192 210.03 Method of Measurement...................................................................... 193 210.04 Basis of Payment ................................................................................. 193

SECTION 211 – B BORROW AND STRUCTURE BACKFILL ......................... 193 211.01 Description........................................................................................... 193 211.02 Materials .............................................................................................. 193 211.03 General Requirements ......................................................................... 194 211.03.1 Structure Backfill Types ................................................................... 195

(a) Type 1 ................................................................................................. 195 (b) Type 2 ................................................................................................. 195 (c) Type 3 ................................................................................................. 195 (d) Type 4 ................................................................................................. 195 (e) Type 5 ................................................................................................. 196

211.04 Compaction.......................................................................................... 196 211.05 Embankment for Bridges..................................................................... 196 211.06 B Borrow Around Bents ...................................................................... 196 211.07 Blank.................................................................................................... 196 211.08 Spandrel Filling ................................................................................... 197 211.09 Method of Measurement...................................................................... 197 211.10 Basis of Payment ................................................................................. 197

SECTION 212 – STOCKPILED SELECTED MATERIALS................................ 198 212.01 Description........................................................................................... 198 212.02 Materials .............................................................................................. 199


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212.03 Construction Requirements.................................................................. 199 212.04 Method of Measurement...................................................................... 199 212.05 Basis of Payment ................................................................................. 199

SECTION 213 – FLOWABLE BACKFILL .......................................................... 200 213.01 Description........................................................................................... 200 213.02 Materials .............................................................................................. 200 213.03 Flowable Backfill Mix Design............................................................. 200 213.04 Flowable Backfill Mix Criteria............................................................ 201

(a) Flow Consistency................................................................................ 201 (b) Lightweight Dynamic Cone Penetration Blow Count Number........... 201 (c) Removability Modulus........................................................................ 201

213.05 Flowable Backfill Trial Batch.............................................................. 201 213.06 Mixing Equipment ............................................................................... 202 213.07 Placement ............................................................................................ 202 213.08 Method of Measurement...................................................................... 203 213.09 Basis of Payment ................................................................................. 203

SECTION 214 – GEOGRID................................................................................... 203 214.01 Description........................................................................................... 203 214.02 Materials .............................................................................................. 204 214.03 Foundation Preparation........................................................................ 204 214.04 Geogrid Placement............................................................................... 204 214.05 Fill Placement ...................................................................................... 205 214.06 Method of Measurement...................................................................... 205 214.07 Basis of Payment ................................................................................. 205

SECTION 215 – CHEMICAL MODIFICATION OF SOILS................................ 205 215.01 Description........................................................................................... 205 215.02 Materials .............................................................................................. 205 215.03 Testing and Mix Design....................................................................... 206 215.04 Storage and Handling .......................................................................... 206 215.05 Weather Limitations ............................................................................ 206 215.06 Preparation of Soils.............................................................................. 206 215.07 Spreading of Chemical Modifiers........................................................ 207 215.08 Mixing ................................................................................................. 207 215.09 Compaction.......................................................................................... 207 215.10 Method of Measurement...................................................................... 208 215.11 Basis of Payment ................................................................................. 208

SECTION 216 – CELLULAR CONCRETE, CCF ................................................ 208 216.01 Description........................................................................................... 208 216.02 Materials .............................................................................................. 209 216.03 Mix Design .......................................................................................... 209 216.04 Properties and Tests............................................................................. 209

(a) CCF Cast Density................................................................................ 210 (b) Foam Density...................................................................................... 210


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216.05 Storage and Handling .......................................................................... 210 216.06 Weather Limitations ............................................................................ 210 216.07 Preparation of Subgrade ...................................................................... 210 216.08 Installation ........................................................................................... 210 216.09 Lots ...................................................................................................... 210 216.10 Testing ................................................................................................. 210 216.11 Method of Measurement...................................................................... 211 216.12 Basis of Payment ................................................................................. 211

SECTION 300 – AGGREGATE PAVEMENT AND BASES SECTION 301 – AGGREGATE BASE ................................................................. 212

301.01 Description........................................................................................... 212 301.02 Materials .............................................................................................. 212 301.03 Preparation of Subgrade ...................................................................... 212 301.04 Temperature Limitations ..................................................................... 212 301.05 Spreading............................................................................................. 212 301.06 Compacting.......................................................................................... 212 301.07 Checking and Correcting Base ............................................................ 213 301.08 Priming ................................................................................................ 213 301.09 Method of Measurement...................................................................... 213 301.10 Basis of Payment ................................................................................. 213

SECTION 302 – SUBBASE................................................................................... 213 302.01 Description........................................................................................... 213 302.02 Materials .............................................................................................. 214 302.03 Preparation of Subgrade ...................................................................... 214 302.04 Temperature Limitations ..................................................................... 214 302.05 Spreading............................................................................................. 214 302.06 Compacting.......................................................................................... 214

(a) Aggregate Separation Layers and Dense Graded Subbase.................. 214 (b) Aggregate Drainage Layers ................................................................ 214

302.07 Checking and Correcting Subbase....................................................... 215 302.08 Method of Measurement...................................................................... 215 302.09 Basis of Payment ................................................................................. 215

SECTION 303 – AGGREGATE PAVEMENTS OR SHOULDERS..................... 215 303.01 Description........................................................................................... 215 303.02 Materials .............................................................................................. 215 303.03 Preparation of Subgrade ...................................................................... 216 303.04 Temperature Limitations ..................................................................... 216 303.05 Spreading............................................................................................. 216 303.06 Compacting.......................................................................................... 216 303.07 Checking and Correcting Base and Surface......................................... 216 303.08 Dust Palative........................................................................................ 216 303.09 Method of Measurement...................................................................... 217


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303.10 Basis of Payment ................................................................................. 217 SECTION 304 – ASPHALT BASES ..................................................................... 217

304.01 Description........................................................................................... 217 304.02 Materials .............................................................................................. 217 304.03 Sealing Cracks and Joints .................................................................... 217 304.04 Patching ............................................................................................... 217 304.05 Widening ............................................................................................. 218 304.06 Method of Measurement...................................................................... 219 304.07 Basis of Payment ................................................................................. 219

SECTION 305 – CONCRETE BASES .................................................................. 219 305.01 Description........................................................................................... 219 305.02 Materials .............................................................................................. 220 305.03 New PCC Base .................................................................................... 220 305.04 Existing PCCP ..................................................................................... 220

(a) Patching............................................................................................... 220 (b) Surface Milling ................................................................................... 220 (c) Retrofit Load Transfer ........................................................................ 220 (d) Rubblizing Existing PCCP.................................................................. 220

305.05 Widening With PCC Base ................................................................... 222 305.06 Method of Measurement...................................................................... 223 305.07 Basis of Payment ................................................................................. 223

SECTION 306 – MILLING.................................................................................... 224 306.01 Description........................................................................................... 224 306.02 General ................................................................................................ 224 306.03 Equipment............................................................................................ 225

(a) Roadway Milling Machine.................................................................. 225 (b) Power Saw .......................................................................................... 225 (c) Rotary Power Broom .......................................................................... 225 (d) Straightedge ........................................................................................ 225

1. Straightedge – 16 ft (4.9 m) ............................................................. 225 2. Straightedge – 10 ft (3.0 m) ............................................................. 225

306.04 Asphalt Scarification and Profile Preparation...................................... 225 306.04.1 Approach Milling.............................................................................. 226 306.05 Asphalt Milling.................................................................................... 226 306.06 Asphalt Removal ................................................................................. 227 306.07 PCCP Milling ...................................................................................... 227 306.08 Transition Milling................................................................................ 228 306.09 Method of Measurement...................................................................... 228 306.10 Basis of Payment ................................................................................. 228

SECTION 307 – BLANK....................................................................................... 229 SECTION 308 – BLANK....................................................................................... 229 SECTION 309 – BLANK....................................................................................... 229


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SECTION 310 – BLANK....................................................................................... 229

SECTION 400 – ASPHALT PAVEMENTS SECTION 401 – QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, HMA, PAVEMENT ............... 230

401.01 Description........................................................................................... 230 401.02 Quality Control .................................................................................... 230 401.03 Materials .............................................................................................. 230 401.04 Design Mix Formula............................................................................ 230 401.05 Volumetric Mix Design ....................................................................... 231 401.06 Recycled Materials .............................................................................. 234 401.07 Lots and Sublots .................................................................................. 235 401.08 Job Mix Formula ................................................................................. 235 401.09 Acceptance of Mixtures ....................................................................... 235 401.10 General ................................................................................................ 236 401.11 Preparation of Surfaces to be Overlaid ................................................ 237 401.12 Process Control.................................................................................... 238 401.13 Weather Limitations ............................................................................ 238 401.14 Spreading and Finishing ...................................................................... 238 401.15 Joints.................................................................................................... 239 401.16 Density................................................................................................. 239 401.17 Shoulder Corrugations ......................................................................... 240 401.18 Pavement Smoothness ......................................................................... 240 401.19 Pay Factors .......................................................................................... 242

(a) Dense Graded Mixture ≥ One Lot....................................................... 242 (b) Dense Graded Mixture < One Lot and Open Graded Mixture............ 243 (c) Smoothness ......................................................................................... 246

401.20 Appeals ................................................................................................ 248 (a) MSG.................................................................................................... 248 (b) BSG of the Gyratory Specimen .......................................................... 248 (c) Binder Content .................................................................................... 248 (d) BSG of the Density Core .................................................................... 248

401.21 Method of Measurement...................................................................... 249 401.22 Basis of Payment ................................................................................. 249

SECTION 402 – HOT MIX ASPHALT, HMA, PAVEMENT.............................. 250 402.01 Description........................................................................................... 250 402.02 Quality Control .................................................................................... 250 402.03 Materials .............................................................................................. 250 402.04 Design Mix Formula............................................................................ 251 402.05 Volumetric Mix Design ....................................................................... 251 402.06 Job Mix Formula ................................................................................. 251 402.07 Mix Criteria ......................................................................................... 252

(a) Composition Limits for HMA Rumble Strip Mixtures ....................... 252 (b) Composition Limits for HMA Wedge and Leveling Mixtures ........... 252


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(c) Composition Limits for Temporary HMA Mixtures........................... 252 (d) Composition Limits for HMA Curbing Mixes.................................... 252

402.08 Recycled Materials .............................................................................. 253 402.09 Acceptance of Mixtures ....................................................................... 253 402.10 General ................................................................................................ 254 402.11 Preparation of Surfaces to be Overlaid ................................................ 254 402.12 Weather Limitations ............................................................................ 254 402.13 Spreading and Finishing ...................................................................... 255 402.14 Joints.................................................................................................... 256 402.15 Compaction.......................................................................................... 256 402.16 Low Temperature Compaction Requirements ..................................... 257 402.17 Shoulder Corrugations ......................................................................... 258 402.18 Pavement Smoothness ......................................................................... 258 402.19 Method of Measurement...................................................................... 259 402.20 Basis of Payment ................................................................................. 259

SECTION 403 – COLD MIX ASPHALT, CMA, PAVEMENT ........................... 260 403.01 Description........................................................................................... 260 403.02 Materials .............................................................................................. 260 403.03 Weather Limitations ............................................................................ 260 403.04 Equipment............................................................................................ 260 403.05 Preparation of Mixtures ....................................................................... 261 403.06 Preparation of Subgrade or Base ......................................................... 261 403.07 Spreading Mixture .........

INDIANA · 2009. 3. 30. · (a) When the first digit discarded is less than 5, the last digit...

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Transcript of INDIANA · 2009. 3. 30. · (a) When the first digit discarded is less than 5, the last digit...