indiana€¦ · indiana department of transportation karl b.browning commissioner standards...

INDIANA

DEPARTMENT OF

TRANSPORTATION ____________

STANDARD

SPECIFICATIONS

2016

MICHAEL R. PENCE GOVERNOR

INDIANA DEPARTMENT OF TRANSPORTATION

Karl B.Browning

COMMISSIONER

STANDARDS COMMITTEE

CHAIRMAN

Mark A. Miller, Construction Management Director

MEMBERS

David Boruff, Traffic Engineering

Robert D. Cales, Contract Administration

Louis Feagans, District Production Management

David Holtz, Pavement Engineering

Michael Koch, Fort Wayne District Construction

Greg Pankow, State Construction Engineer

Elizabeth Phillips, Bridge Standards and Policy

Ronald P. Walker, Materials Management

Peter Yao, Highway Design and Technical Support

SECRETARY

Scott T. Trammell, Construction Specifications Engineer

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MEASUREMENTS 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 primarily in the English System of Units such as feet and inches, pounds, gallons, and acres. Any metric equivalents, shown in parentheses, are intended only for those contracts in which they are specified, or to maintain consistency with industry standards. No guarantee is provided, explicit or implicit, that the units are accurate conversions. The following general notes and table are provided to assist you in becoming familiar with the metric system.

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SI UNITS AND CONVERSION FACTORS

MEASUREMENT ENGLISH UNIT ENGLISH

UNIT SYMBOL

MULTIPLIER FOR CONVERSION FROM ENGLISH UNIT TO

SI UNIT (*) SI UNIT SI SYMBOL

Acceleration foot per second squared mile per hour squared

ft/sec2mi/h2

0.304 8 exactly 1.060 93

meter per second squared kilometer per hour squared

m/s2 km/h2

Area square inch square foot square yard acre square mile

in2 ft2 yd2 ac mi2

645.16 exactly 0.092 9 0.836 1 0.404 7

2.59

square millimeter square meter square meter hectare square kilometer

mm2 m2 m2 ha km2

Density pound per cubic foot lb/ft3 16.018 46 kilogram per cubic meter kg/m3 Energy foot·pound force

kilowatt hour ft lbf kW h

1.355 8 3 600 000. exactly

joule joule

J J

Force/Weight (Gravity of Force)

pound force kilopound force ton

lbf kip t

4.448 2 4.448 2 8.896 4

newton kilonewton kilonewton

N kN kN

Length inch foot yard mile

in. ft yd mi

25.4 exactly 0.304 8 exactly 0.914 4 exactly

1.609 3

millimeter meter meter kilometer

mm m m km

Mass ounce pound mass ton mass

oz lbm t

28.349 5 0.453 6 0.907 2

gram kilogram megagram

g kg Mg

Power horsepower (550 ft·lbf/s) hp 745.669 9 watt W Pressure/Stress pound per square inch

pound per square foot kilopound per square inch

lb/in2 lb/ft2 kip/in2

6.894 8 0.047 88

6.894 8

kilopascal kilopascal megapascal

kPa kPa MPa

Speed/Velocity foot per second mile per hour

ft/s mi/h

0.304 8 exactly 1.609 3

meter per second kilometer per hour

m/s km/h

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Temperature degree Fahrenheit °F (°F -32)/1.8(**) exactly degree Celsius °C Volume, Fluid cubic inch

fluid ounce gallon 1000 gallons

in3 fl oz gal. kGAL.

16.387 1 29.573 4

3.785 4 3.785 4

milliliter milliliter liter kiloliter

mL mL L kL

Volume, Solid cubic inch cubic foot bushel cubic yard 1000 feet board measure

in3 ft3 bu yd3 MFBM

16.387.06 exactly 0.028 32 0.035 24

0.764 6 2.359 7

cubic millimeter cubic meter cubic meter cubic meter cubic meter

mm3 m3 m3 m3 m3

(*) Conversion from SI unit to English unit may be made by dividing the SI unit by the conversion factor shown in this column. (**) This is a formula, and not a multiplier. The Fahrenheit temperature is substituted for °F in the formula to attain the Celsius temperature. Conversion from Celsius

temperature to Fahrenheit temperature may be made by substituting the Celsius temperature for °C in the formula (1.8 x °C) +32. This is an exact conversion. Angles will continue to be measured in degrees, minutes, and seconds instead of radians.

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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

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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.

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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 ........................................................................................................ 4 101.04 Bid Bond .................................................................................................. 4 101.05 Bidder ...................................................................................................... 4 101.06 Bridge ...................................................................................................... 4

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

101.07 Business Day ........................................................................................... 4 101.08 Calendar Day ........................................................................................... 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 Commissioner .......................................................................................... 5 101.18 Department .............................................................................................. 5 101.19 Embankment Foundation ......................................................................... 5 101.20 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 ................................................................................................... 6 101.27 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 .................................................................... 7 101.34 Pavement Structure .................................................................................. 7 101.35 Performance Bond ................................................................................... 8 101.36 Plans ........................................................................................................ 8 101.37 Professional Engineer .............................................................................. 8 101.38 Profile Grade ............................................................................................ 8 101.39 Project ...................................................................................................... 8

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101.40 Proposal ................................................................................................... 8 101.41 Proposal Book .......................................................................................... 8 101.42 Quality Assurances Adjustments ............................................................. 8 101.43 Reasonably Close Conformance .............................................................. 8 101.44 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 ............................................................................. 9 101.51 Shoulder ................................................................................................... 9 101.52 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 ...................................................................................................... 10 101.61 Subcontractor ......................................................................................... 10 101.62 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 ........................................................................................ 11 101.72 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

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

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

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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 ................................................................ 15 2. DBE Joint Venture Type B ................................................................ 15

(d) Affirmative Actions .............................................................................. 16 (e) Determination of Good Faith Efforts .................................................... 16

1. Good Faith Efforts Prior to Award .................................................... 16 2. Good Faith Efforts for Extra Work .................................................... 19

(f) Affirmative Action Certification ........................................................... 20 (g) Subcontracts .......................................................................................... 21 (h) Leases and Rentals ................................................................................ 21 (i) Records and Reports .............................................................................. 22

103.02 Specific Equal Employment Opportunity Responsibilities .................... 23 103.02.1 Record Keeping .................................................................................. 23 103.03 Blank ...................................................................................................... 23 103.04 Insurance ................................................................................................ 24

(a) Worker’s Compensation and Employer’s Liability ............................... 24 (b) Commercial General Liability .............................................................. 24 (c) Business Automobile Liability .............................................................. 25 (d) Railroad’s Protective Liability .............................................................. 25 (e) Owner’s and Contractor’s Protective Liability Insurance

Coverage for Operations of Designated Contractor .............................. 25 (f) Basis of Payment ................................................................................... 26

103.05 Waiver of Damages ............................................................................... 26 103.06 Wage and Labor Requirements .............................................................. 26

(a) Non-discrimination of Employees ........................................................ 26 (b) Affidavits and Payrolls ......................................................................... 27 (c) Wage Stipulations ................................................................................. 27

1. General Decision Included in Contract Information Book ................ 27 2. General Decision Not Included in Contract Information Book ......... 28

103.07 Accident Prevention and Safety ............................................................. 28

SECTION 104 – SCOPE OF WORK ...................................................................... 28 104.01 Intent of Contract ................................................................................... 28 104.02 Changed Conditions............................................................................... 29

(a) Differing Site Conditions ...................................................................... 29 (b) Suspensions of Work Ordered by the Engineer .................................... 30 (c) Significant Changes in the Character of Work ...................................... 30 (d) Pre-established Remedies to Changed Conditions ................................ 31

1. Acceleration ....................................................................................... 32 2. Inefficiencies ..................................................................................... 33 3. Unrecoverable Costs .......................................................................... 33

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4. Unacceptable Cost Calculation Methods ........................................... 33 104.03 Extra Work ............................................................................................ 33 104.04 Maintenance of Traffic .......................................................................... 34

(a) Special Detours ..................................................................................... 34 (b) Maintenance Directed by the Engineer ................................................. 35 (c) Blank ..................................................................................................... 35 (d) Traffic Control for Patching on a Two-Lane Roadway ........................ 35

104.05 Removal and Disposal of Structures and Obstructions .......................... 36 104.06 Removal and Disposal of Regulated Materials ...................................... 36

(a) For Such Materials which are Identified in the Proposal Book as Being Present on the Project Site ............................................ 37

(b) For Such Materials which are not Identified in the Proposal Book as Being Present on the Project Site ............................................ 37

104.07 Rights in and Use of Materials Found in the Project Site ...................... 40 104.08 Final Clean-Up ...................................................................................... 40

SECTION 105 – CONTROL OF WORK ................................................................ 41 105.01 Authority of the Engineer ...................................................................... 41 105.02 Plans and Working Drawings ................................................................ 41 105.03 Conformance with Plans and Specifications .......................................... 42 105.04 Coordination of Plans, Standard Specifications, Supplemental

Specifications, and Special Provisions .................................................. 43 105.05 Cooperation by Contractor .................................................................... 44 105.06 Cooperation with Utilities ...................................................................... 44 105.07 Cooperation Between Contractors ......................................................... 45 105.08 Construction Stakes, Lines, and Grades ................................................ 45

(a) Construction Engineering by the State .................................................. 45 (b) Construction Engineering by the Contractor ......................................... 46 (c) Production Staking by the Contractor ................................................... 49

105.09 Duties of Technician and Inspector ....................................................... 50 105.10 Inspection of Work ................................................................................ 51 105.11 Removal of Unacceptable and Unauthorized Work .............................. 51 105.12 Load Restrictions ................................................................................... 52 105.13 Maintenance During Construction ......................................................... 52 105.14 Failure to Maintain Roadway, Structures, Barricades,

and Construction Signs .......................................................................... 52 105.15 Acceptance and Final Inspection ........................................................... 53

(a) Partial Acceptance ................................................................................. 53 (b) Final Acceptance................................................................................... 53

105.16 Notice of Changed Conditions and Claims ............................................ 54 (a) Contractual Notice of a Changed Condition ......................................... 54 (b) Claims ................................................................................................... 55

1. Required Documentation ................................................................... 55 2. Auditing of Claims ............................................................................ 56

(c) Claim Resolution Process ..................................................................... 56

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1. Project Level Review ......................................................................... 56 2. District Office Review ....................................................................... 57 3. Central Office Review ....................................................................... 58

SECTION 106 – CONTROL OF MATERIAL ....................................................... 59 106.01 Source of Supply and Quality Requirements ......................................... 59

(a) Approved or Prequalified Materials ...................................................... 59 (b) Material Records ................................................................................... 60

1. Documentation of Material Delivery ................................................. 60 2. Delivery Ticket Information .............................................................. 60 3. Payment Procedures ........................................................................... 60

(c) Buy America Requirement .................................................................... 61 106.02 Samples, Tests, Cited Specifications ..................................................... 61 106.03 Plant Inspection ..................................................................................... 62 106.04 Blank ...................................................................................................... 62 106.05 Storage of Materials ............................................................................... 63 106.06 Handling of Materials ............................................................................ 63 106.07 Unacceptable Materials ......................................................................... 63 106.08 Hazard Communication Program .......................................................... 63 106.09 Department Furnished Materials ........................................................... 64 106.10 Proportioning Materials ......................................................................... 64 106.11 Sample Asbestos Exclusion Letter ........................................................ 64

SECTION 107 – LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC .. 64 107.01 Laws to be Observed ............................................................................. 64 107.02 Permits, Licenses, and Taxes ................................................................. 66 107.03 Patented Devices, Materials, and Processes .......................................... 66 107.04 Restoration of Surfaces Opened by Permit ............................................ 67 107.05 Federal Aid Provisions .......................................................................... 67 107.06 Equal Employment Opportunity Trainees ............................................. 67 107.07 Sanitary Conditions Requirements ........................................................ 69 107.08 Public Convenience and Safety ............................................................. 69

(a) Worker Safety ....................................................................................... 70 (b) Dust and Air Pollution .......................................................................... 70 (c) Protection to Traffic .............................................................................. 70 (d) Notice to Local Public Officials ........................................................... 71 (e) Convenience to Traffic and Property Owners ....................................... 71

107.09 Railroad-Highway Requirements .......................................................... 71 (a) Protection of Track Ballast .................................................................... 72 (b) Hold Harmless Clause .......................................................................... 72

107.10 Archaeological Artifacts ........................................................................ 73 107.11 Bridges over Navigable Waters ............................................................. 73 107.12 Traffic Control Devices ......................................................................... 73 107.13 Use of Explosives .................................................................................. 75 107.14 Protection and Restoration of Property and Landscape ......................... 75

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107.15 Erosion Control Plan and Proof of Publication ...................................... 76 107.16 Forest Protection .................................................................................... 76 107.17 Responsibility for Damage Claims ........................................................ 77 107.18 Opening Sections of Project to Traffic .................................................. 78 107.19 Contractor’s Responsibility for Work .................................................... 78 107.20 Contractor’s Responsibility for Utility Property and Services .............. 79 107.21 Furnishing Right-of-Way ....................................................................... 80 107.22 Personal Liability of Public Officials .................................................... 80 107.23 Waiver of Legal Rights .......................................................................... 80 107.24 Governing Law ...................................................................................... 81 107.25 Severability ............................................................................................ 81

SECTION 108 – PROSECUTION AND PROGRESS............................................ 81 108.01 Subletting of Contract ............................................................................ 81 108.02 Release of Retainage to Subcontractors ................................................. 82 108.03 Notice to Proceed ................................................................................... 82 108.04 Prosecution of the Work ........................................................................ 82 108.05 Pre-phase Site Construction Meetings ................................................... 86 108.06 Limitation of Operations ........................................................................ 87 108.07 Character of Workers, Methods, and Equipment ................................... 87 108.08 Determination and Extension of Contract Time .................................... 88

(a) Excusable, Non-Compensable Delays .................................................. 93 (b) Excusable, Compensable Delays .......................................................... 93 (c) Non-Excusable Delays .......................................................................... 94 (d) Concurrent Delays ................................................................................ 94

108.09 Failure to Complete on Time ................................................................. 94 108.10 Default and Termination of Contract ..................................................... 95 108.11 Termination of Contractor’s Responsibility .......................................... 97 108.12 Contract Documentation ........................................................................ 98

SECTION 109 – MEASUREMENT AND PAYMENT .......................................... 98 109.01 Measurement of Quantities .................................................................... 98

(a) General Requirements ........................................................................... 98 (b) Scales and Measurement by Weight (Mass) ......................................... 99 (c) Measurement by Volume .....................................................................101 (d) Measurement of Asphalt Materials ......................................................101 (e) Measurement of PCC ...........................................................................102 (f) Measurement of Aggregates .................................................................102 (g) Measurement of Timber or Lumber .....................................................103 (h) Rental of Equipment ............................................................................103 (i) Manufactured Materials ........................................................................103

109.02 Scope of Payment .................................................................................104 109.03 Compensation for Altered Quantities ...................................................104 109.04 Cost Reduction Incentive, CRI .............................................................105

(a) CRI Initial Requirements .....................................................................105

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(b) CRI Formal Proposal Requirements ....................................................106 (c) Approval of Formal CRI Proposal .......................................................108 (d) Payment for Design of Formal Proposal, if Rejected...........................109 (e) Other Conditions ..................................................................................110 (f) Time Savings Proposals .......................................................................110 (g) Adjustments to Contract Time .............................................................110 (h) Method of Measurement ......................................................................111 (i) Basis of Payment ..................................................................................111

109.05 Payment for Extra Work .......................................................................112 (a) Agreed Price .........................................................................................112 (b) Force Account ......................................................................................112

1. Labor Costs .......................................................................................112 2. Bond and Insurance ..........................................................................113 3. Materials ...........................................................................................113 4. Equipment .........................................................................................113 5. Miscellaneous ...................................................................................114 6. Subcontracting ..................................................................................114 7. Compensation ...................................................................................114 8. Statements .........................................................................................114

109.05.1 Quality Adjustments ..........................................................................115 (a) HMA ....................................................................................................115 (b) PCCP ...................................................................................................115 (c) Superstructure Concrete, SC ................................................................115 (d) Temporary Traffic Control Devices, TTCD ........................................115 (e) Failed Materials, FM ............................................................................115 (f) Pavement Traffic Markings, PTM ........................................................116 (g) Erosion and Sediment Control, E&SC .................................................116

109.05.2 Delay Costs ........................................................................................116 (a) Allowable Delay Costs .........................................................................116

1. Labor .................................................................................................116 2. Insurance ...........................................................................................116 3. Equipment .........................................................................................116 4. Field Office Costs .............................................................................117 5. Escalation Costs ................................................................................117

a. Labor Escalation ...........................................................................117 b. Materials Escalation or Storage ...................................................117 c. Equipment Escalation ...................................................................117

(b) Blank ....................................................................................................118 109.06 Eliminated Pay Items ............................................................................118 109.07 Partial Payments ...................................................................................118 109.08 Final Payment .......................................................................................119

SECTION 110 – MOBILIZATION AND DEMOBILIZATION ...........................119 110.01 Description ............................................................................................119 110.02 Limitations ............................................................................................119

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110.03 Method of Measurement .......................................................................120 110.04 Basis of Payment ..................................................................................120

SECTION 111 – STOCKPILED MATERIALS .....................................................120 111.01 Description ............................................................................................120 111.02 General Requirements ..........................................................................120 111.03 Structural Steel and Concrete Structural Members ...............................120

(a) Delivered to the Job Site ......................................................................121 (b) Acceptably Stored at the Fabricator’s or Manufacturer’s Storage

Facilities ...............................................................................................121 111.04 Dowel Bar Assemblies .........................................................................121 111.05 Granular Base, Subbase Materials, and Aggregates for HMA and

Concrete Pavements .............................................................................121 111.06 Bridge Expansion Joints .......................................................................122

(a) Type SS ................................................................................................122 (b) Type M.................................................................................................122

111.07 Structural Supports for Signals, Signs, and Luminaires .......................122 111.08 Precast Concrete Median Barrier ..........................................................122 111.09 Concrete Face Panels and Ground Reinforcement for MSE Walls ......122 111.10 Additional Requirements ......................................................................123 111.11 Method of Measurement .......................................................................123 111.12 Basis of Payment ..................................................................................123

SECTION 112 – BLANK .......................................................................................124

SECTION 113 – PARTNERING OVERHEAD .....................................................124 113.01 Description ............................................................................................124 113.02 Requirements ........................................................................................124

(a) Meeting Room .....................................................................................124 (b) Meeting Length ....................................................................................124 (c) Facilitator .............................................................................................124


SECTION 200 – EARTHWORK

SECTION 201 – CLEARING AND GRUBBING .................................................126 201.01 Description ............................................................................................126 201.02 General .................................................................................................126 201.03 Clearing and Grubbing .........................................................................126 201.04 Scalping ................................................................................................127 201.05 Hedge Removal ....................................................................................127 201.06 Method of Measurement .......................................................................127

(a) Area Basis ............................................................................................127 (b) Lump Sum Basis ..................................................................................127 (c) Individual Unit Basis ...........................................................................127

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201.07 Basis of Payment ..................................................................................128 (a) Area Basis ............................................................................................128 (b) Lump Sum Basis ..................................................................................128 (c) Individual Unit Basis ...........................................................................128 (d) Clearing Right-of-Way ........................................................................129 (e) Exclusions ............................................................................................129

SECTION 202 – REMOVAL OF STRUCTURES AND OBSTRUCTIONS ........129 202.01 Description ............................................................................................129 202.02 General Requirements ..........................................................................129

(a) Type Y Waste ......................................................................................131 (b) Type Z Waste .......................................................................................131

202.03 Removal of Bridges, Culverts, and Other Drainage Structures ............131 (a) Complete ..............................................................................................131 (b) Portions ................................................................................................132 (c) Disposal of Concrete ............................................................................133

202.04 Removal of Pipe and Tile Drains ..........................................................133 202.05 Removal of PCCP, Sidewalks, Curbs, RCBA, and

Reinforced Concrete Moment Slabs .....................................................133 202.06 Removal of Houses and Buildings ........................................................134 202.07 Inspection and Removal of Asbestos ....................................................135 202.08 Removal of Underground Storage Tanks Containing

Petroleum Products or Other Hazardous Chemicals .............................135 (a) Type A Waste ......................................................................................138 (b) Type B Waste ......................................................................................138 (c) Type C Waste .......................................................................................138

202.09 Remediation of Contaminated Soil and Groundwater ..........................138 202.10 Remediation of Other Regulated Materials ..........................................139 202.11 Transportation and Disposal of Regulated Materials ............................139 202.12 Blank .....................................................................................................140 202.13 Method of Measurement .......................................................................140 202.14 Basis of Payment ..................................................................................140

SECTION 203 – EXCAVATION AND EMBANKMENT ...................................145 203.01 Description ............................................................................................145 203.02 Common Excavation ............................................................................146 203.03 Rock Excavation ...................................................................................146 203.04 Unclassified Excavation .......................................................................146 203.05 Peat Excavation ....................................................................................146 203.06 Waterway Excavation ...........................................................................146 203.07 Class Y Excavation ...............................................................................146 203.08 Borrow or Disposal ...............................................................................146 203.08.1 Linear Grading ...................................................................................150 203.09 General Requirements ..........................................................................151

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203.10 Disposal of Excavated Material Except Waterway and Peat Excavation ..............................................................................153

203.11 Disposal of Waterway Excavation ........................................................153 203.12 Disposal of Peat ....................................................................................154 203.13 Slides ....................................................................................................154 203.14 Drainage................................................................................................154 203.15 Excavating Rock ...................................................................................155 203.16 Peat Deposit Treatment .........................................................................158

(a) Treatment of Existing Fills ...................................................................158 (b) Treatment by Removal .........................................................................158 (c) Treatment by Displacement .................................................................159

203.17 Cased Test Holes ..................................................................................160 203.18 Embankment Construction ...................................................................160 203.19 Embankment Over and Around Structures ...........................................160 203.20 Rock and Shale Embankment ...............................................................161

(a) Rock Embankment ...............................................................................161 (b) Shale, Shale and Soft Rock Mixtures, or Soft Rock ............................162 (c) Shale and Thinly Layered Limestone ...................................................163

203.21 Embankment on Hillsides or Slopes .....................................................163 203.22 Embankment Over Existing Roadbeds .................................................163 203.23 Embankment other than Rock, with Strength or Density Control ........165 203.24 Method of Making Strength, Stiffness and Density Tests ....................166

(a) Laboratory ............................................................................................166 (b) Field .....................................................................................................167

203.25 Embankment Without Density Control ................................................167 203.26 Proofrolling ...........................................................................................168 203.27 Method of Measurement .......................................................................168

(a) Contract Quantity .................................................................................168 (b) Measured Quantities ............................................................................168 (c) Measurement on a Linear Basis ...........................................................169 (d) Measurement of Excavation Items on a Weight Basis .........................169 (e) Measurement of Embankments ............................................................169 (f) Measurement of Borrow .......................................................................170 (g) Measurement of Embankment Foundation Soils Treatment ................170 (h) Measurement of Water for Shale, Shale and Soft Rock

Mixtures, or Soft Rock .........................................................................170 (i) Lump Sum ............................................................................................171 (j) Measurement of Exploratory Cores ......................................................171

203.28 Basis of Payment ..................................................................................171

SECTION 204 – GEOTECHNICAL INSTRUMENTATION ...............................175 204.01 Description ............................................................................................175 204.02 Materials ...............................................................................................175 204.03 Settlement Plates ...................................................................................175

(a) Installation Requirements.....................................................................175

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(b) Instrument Readings and Settlement Period ........................................176 204.04 Standpipe Piezometers ..........................................................................176

(a) Installation Requirements.....................................................................177 (b) Readings and Maintenance of Piezometer ...........................................178


SECTION 205 – TEMPORARY EROSION AND SEDIMENT CONTROL .......180 205.01 Description ............................................................................................180 205.02 Materials ...............................................................................................180 205.03 General Requirements ..........................................................................180 205.04 Temporary Surface Stabilization ..........................................................181

(a) Seed ......................................................................................................181 1. Spring Mix ........................................................................................182 2. Fall Mix ............................................................................................182

(b) Mulch ...................................................................................................182 1. Type A ..............................................................................................182 2. Type B ..............................................................................................183 3. Type C ..............................................................................................183

(c) Manufactured Surface Protection Products ..........................................183 1. Excelsior Blanket ..............................................................................183 2. Straw Blanket ...................................................................................183 3. Rolled Erosion Control Products ......................................................184 4. Geotextile ..........................................................................................184

205.05 Concentrated Flow Protection ..............................................................184 (a) Check Dam ...........................................................................................184 (b) Check Dam, Traversable ......................................................................185 (c) Diversion Interceptors ..........................................................................185 (d) Sediment Traps ....................................................................................185 (e) Sediment Basins ...................................................................................185 (f) Slope Drains .........................................................................................185 (g) Vegetative Filter Strips ........................................................................185 (h) Splashpads ...........................................................................................185 (i) Inlet Protection .....................................................................................186 (j) Retention Ponds ....................................................................................186

205.06 Perimeter Protection .............................................................................186 (a) Silt Fence .............................................................................................186 (b) Filter Berm ...........................................................................................186

205.07 Maintenance ..........................................................................................186 (a) Silt Fence .............................................................................................187 (b) Sediment Basin ....................................................................................187 (c) Filter Berm ...........................................................................................187 (d) Inlet Protection .....................................................................................187 (e) Sediment Traps ....................................................................................187 (f) Concrete Washout ................................................................................187

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(g) Check Dams .........................................................................................187 205.08 Quality Adjustments .............................................................................188 205.09 Removal ................................................................................................188 205.10 Method of Measurement .......................................................................189 205.11 Basis of Payment ..................................................................................189

SECTION 206 – STRUCTURE EXCAVATION ..................................................191 206.01 Description ............................................................................................191 206.02 Class X Excavation ...............................................................................191

(a) General Excavation ..............................................................................191 (b) Excavation for Foundation of Traffic Support Structures ....................192

206.03 Wet Excavation .....................................................................................192 206.04 Dry Excavation .....................................................................................192 206.05 Foundation Excavation, Unclassified ...................................................193 206.06 General Requirements ..........................................................................193 206.07 Disposal of Excavated Material ............................................................193 206.08 Preparation of Foundation Surfaces ......................................................194 206.09 Cofferdams and Temporary Construction Dikes ..................................195 206.10 Method of Measurement .......................................................................196 206.11 Basis of Payment ..................................................................................196

(a) Culverts ................................................................................................199 (b) Bridges .................................................................................................200 (c) Traffic Structure Supports ....................................................................201

SECTION 207 – SUBGRADE ...............................................................................202 207.01 Description ............................................................................................202 207.02 Materials ...............................................................................................202 207.03 General Requirements ..........................................................................202 207.04 Subgrade Treatments ............................................................................203 207.05 Method of Measurement .......................................................................205 207.06 Basis of Payment ..................................................................................205

SECTION 208 – FINISHING SHOULDERS, DITCHES, AND SLOPES ............206 208.01 Description ............................................................................................206 208.02 Finishing Shoulders ..............................................................................206 208.03 Finishing Ditches ..................................................................................206 208.04 Finishing Slopes ...................................................................................207 208.05 Blank .....................................................................................................207 208.06 Finishing at Contract Drainage Structures ............................................207 208.07 Method of Measurement .......................................................................207 208.08 Basis of Payment ..................................................................................207

SECTION 209 – FINISHING EARTH GRADED ROADS ..................................207 209.01 Description ............................................................................................207 209.02 Construction Requirements...................................................................207 209.03 Method of Measurement .......................................................................208

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209.04 Basis of Payment ..................................................................................208

SECTION 210 – FINAL TRIMMING AND CLEANING ....................................208 210.01 Description ............................................................................................208 210.02 Construction Requirements...................................................................208 210.03 Method of Measurement .......................................................................209 210.04 Basis of Payment ..................................................................................209

SECTION 211 – B BORROW AND STRUCTURE BACKFILL .........................209 211.01 Description ............................................................................................209 211.02 Materials ...............................................................................................209 211.03 General Requirements ..........................................................................210 211.03.1 Structure Backfill Types ....................................................................211

(a) Type 1 ..................................................................................................211 (b) Type 2 ..................................................................................................211 (c) Type 3 ..................................................................................................211 (d) Type 4 ..................................................................................................212 (e) Type 5 ..................................................................................................212

211.04 Compaction ...........................................................................................212 211.05 Embankment for Bridges ......................................................................213 211.06 B Borrow Around Bents .......................................................................213 211.07 Blank .....................................................................................................213 211.08 Spandrel Filling ....................................................................................213 211.09 Method of Measurement .......................................................................213 211.10 Basis of Payment ..................................................................................214

SECTION 212 – STOCKPILED SELECTED MATERIALS ................................215 212.01 Description ............................................................................................215 212.02 Materials ...............................................................................................215 212.03 Construction Requirements...................................................................215 212.04 Method of Measurement .......................................................................216 212.05 Basis of Payment ..................................................................................216

SECTION 213 – FLOWABLE BACKFILL...........................................................216 213.01 Description ............................................................................................216 213.02 Materials ...............................................................................................216 213.03 Flowable Backfill Mix Design ..............................................................217 213.04 Flowable Backfill Mix Criteria .............................................................217

(a) Flow Consistency .................................................................................217 (b) Lightweight Dynamic Cone Penetration Blow Count Number ............217 (c) Removability Modulus .........................................................................218

213.05 Flowable Backfill Trial Batch ...............................................................218 213.06 Mixing Equipment ................................................................................219 213.07 Placement .............................................................................................219 213.08 Method of Measurement .......................................................................219 213.09 Basis of Payment ..................................................................................220

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SECTION 214 – GEOGRID ...................................................................................220 214.01 Description ............................................................................................220 214.02 Materials ...............................................................................................220 214.03 Foundation Preparation .........................................................................220 214.04 Geogrid Placement................................................................................221 214.05 Fill Placement .......................................................................................221 214.06 Method of Measurement .......................................................................222 214.07 Basis of Payment ..................................................................................222

SECTION 215 – CHEMICAL MODIFICATION OF SOILS ................................222 215.01 Description ............................................................................................222 215.02 Materials ...............................................................................................222 215.03 Testing and Mix Design ........................................................................223 215.04 Storage and Handling ...........................................................................223 215.05 Weather Limitations .............................................................................224 215.06 Preparation of Soils...............................................................................223 215.07 Spreading of Chemical Modifiers .........................................................224 215.08 Mixing ..................................................................................................224 215.09 Compaction ...........................................................................................224 215.10 Curing ...................................................................................................225 215.11 Method of Measurement .......................................................................225 215.12 Basis of Payment ..................................................................................225

SECTION 216 – CELLULAR CONCRETE FILL, CCF .......................................226 216.01 Description ............................................................................................226 216.02 Materials ...............................................................................................226 216.03 Mix Design ...........................................................................................227 216.04 Properties and Tests ..............................................................................227

(a) CCF Cast Density .................................................................................227 (b) Foam Density .......................................................................................227

216.05 Storage and Handling ...........................................................................227 216.06 Weather Limitations .............................................................................227 216.07 Preparation of Subgrade .......................................................................228 216.08 Installation ............................................................................................228 216.09 Lots .......................................................................................................228 216.10 Testing ..................................................................................................228 216.11 Method of Measurement .......................................................................228 216.12 Basis of Payment ..................................................................................228

SECTION 217 - SOILS DRYING WITH CHEMICAL MODIFIERS ..................228 217.01 Description ............................................................................................229 217.02 Materials ...............................................................................................229 217.03 Testing and Mix Design ........................................................................229 217.04 Storage and Handling ...........................................................................229 217.05 Weather Limitations .............................................................................230 217.06 Preparation of Soils...............................................................................230

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217.07 Spreading of Chemical Modifiers .........................................................230 217.08 Mixing ..................................................................................................230 217.09 Compaction ...........................................................................................230 217.10 Method of Measurement .......................................................................231 217.11 Basis of Payment ..................................................................................231

SECTION 300 – AGGREGATE PAVEMENT AND BASES

SECTION 301 – AGGREGATE BASE .................................................................232 301.01 Description ............................................................................................232 301.02 Materials ...............................................................................................232 301.03 Preparation of Subgrade .......................................................................232 301.04 Temperature Limitations ......................................................................232 301.05 Spreading ..............................................................................................232 301.06 Compacting ...........................................................................................232 301.07 Checking and Correcting Base .............................................................233 301.08 Priming .................................................................................................233 301.09 Method of Measurement .......................................................................233 301.10 Basis of Payment ..................................................................................233

SECTION 302 – SUBBASE ...................................................................................233 302.01 Description ............................................................................................233 302.02 Materials ...............................................................................................234 302.03 Preparation of Subgrade .......................................................................234 302.04 Temperature Limitations ......................................................................234 302.05 Spreading ..............................................................................................234 302.06 Compacting ...........................................................................................234

(a) Aggregate Separation Layers and Dense Graded Subbase ...................234 (b) Aggregate Drainage Layers .................................................................234

302.07 Checking and Correcting Subbase ........................................................235 302.08 Method of Measurement .......................................................................235 302.09 Basis of Payment ..................................................................................235

SECTION 303 – AGGREGATE PAVEMENTS OR SHOULDERS .....................235 303.01 Description ............................................................................................235 303.02 Materials ...............................................................................................235 303.03 Preparation of Subgrade .......................................................................236 303.04 Temperature Limitations ......................................................................236 303.05 Spreading ..............................................................................................236 303.06 Compacting ...........................................................................................236 303.07 Checking and Correcting Base and Surface ..........................................236 303.08 Dust Palliative .......................................................................................236 303.09 Method of Measurement .......................................................................237 303.10 Basis of Payment ..................................................................................237

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SECTION 304 – ASPHALT BASES .....................................................................237 304.01 Description ............................................................................................237 304.02 Materials ...............................................................................................237 304.03 Sealing Cracks and Joints .....................................................................237 304.04 Patching ................................................................................................237 304.05 Widening ..............................................................................................238 304.06 Method of Measurement .......................................................................239 304.07 Basis of Payment ..................................................................................239

SECTION 305 – CONCRETE BASES ..................................................................239 305.01 Description ............................................................................................239 305.02 Materials ...............................................................................................239 305.03 New PCC Base .....................................................................................240 305.04 Existing PCCP ......................................................................................240

(a) Patching................................................................................................240 (b) Surface Milling ....................................................................................240 (c) Retrofit Load Transfer .........................................................................240 (d) Rubblizing Existing PCCP ...................................................................240

305.05 Widening With PCC Base ....................................................................242 305.06 Method of Measurement .......................................................................242 305.07 Basis of Payment ..................................................................................243

SECTION 306 – MILLING ....................................................................................244 306.01 Description ............................................................................................244 306.02 General .................................................................................................244 306.03 Equipment .............................................................................................244

(a) Roadway Milling Machine ...................................................................244 (b) Power Saw ...........................................................................................245 (c) Rotary Power Broom ...........................................................................245 (d) Straightedge .........................................................................................245

1. Straightedge – 16 ft ...........................................................................245 2. Straightedge – 10 ft ...........................................................................245

306.04 Asphalt or PCCP Scarification Milling .................................................245 306.05 Asphalt or PCCP Profile Milling to Correct Cross-Slope .....................246 306.06 Approach Milling .................................................................................247 306.07 Asphalt or PCCP Milling to a Specified Average Depth ......................247 306.08 Asphalt Overlay Removal .....................................................................248 306.09 Transition Milling .................................................................................249 306.10 Method of Measurement .......................................................................249 306.11 Basis of Payment ..................................................................................249

SECTION 400 – ASPHALT PAVEMENTS

SECTION 401 – QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, HMA, PAVEMENT ................251

401.01 Description ............................................................................................251

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401.02 Quality Control .....................................................................................251 401.03 Materials ...............................................................................................251 401.04 Design Mix Formula .............................................................................251 401.05 Volumetric Mix Design ........................................................................252 401.06 Recycled Materials ...............................................................................255 401.07 Lots and Sublots ...................................................................................257 401.08 Job Mix Formula ..................................................................................257 401.09 Acceptance of Mixtures ........................................................................257 401.10 General .................................................................................................259 401.11 Preparation of Surfaces to be Overlaid .................................................260 401.12 Process Control .....................................................................................260 401.13 Weather Limitations .............................................................................261 401.14 Spreading and Finishing .......................................................................261 401.15 Joints .....................................................................................................262 401.16 Density ..................................................................................................263 401.17 Pavement Corrugations .........................................................................264 401.18 Pavement Smoothness ..........................................................................264

(a) Profilograph .........................................................................................265 (b) 16 ft Straightedge and 10 ft Straightedge .............................................266 (c) Smoothness Correction ........................................................................266

401.19 Pay Factors ...........................................................................................267 (a) Dense Graded Mixture ≥ One Lot ........................................................267 (b) Dense Graded Mixture < One Lot and Open Graded Mixture .............268 (c) Smoothness ..........................................................................................271

401.20 Appeals .................................................................................................273 (a) MSG .....................................................................................................273 (b) BSG of the Gyratory Specimen ...........................................................273 (c) Binder Content .....................................................................................273 (d) BSG of the Density Core .....................................................................273


SECTION 402 – HOT MIX ASPHALT, HMA, PAVEMENT ..............................275 402.01 Description ............................................................................................275 402.02 Quality Control .....................................................................................275 402.03 Materials ...............................................................................................276 402.04 Design Mix Formula .............................................................................276 402.05 Volumetric Mix Design ........................................................................277 402.06 Job Mix Formula ..................................................................................277 402.07 Mix Criteria ..........................................................................................277

(a) Composition Limits for HMA Transverse Rumble Strip Mixtures ......277 (b) Composition Limits for HMA Wedge and Leveling Mixtures ............277 (c) Composition Limits for Temporary HMA Mixtures ............................277 (d) Composition Limits for HMA Curbing Mixes .....................................278

402.08 Recycled Materials ...............................................................................278

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402.09 Acceptance of Mixtures ........................................................................279 402.10 General .................................................................................................280 402.11 Preparation of Surfaces to be Overlaid .................................................280 402.12 Weather Limitations .............................................................................281 402.13 Spreading and Finishing .......................................................................281 402.14 Joints .....................................................................................................282 402.15 Compaction ...........................................................................................282 402.16 Low Temperature Compaction Requirements ......................................284 402.17 Pavement Corrugations .........................................................................285 402.18 Pavement Smoothness ..........................................................................285 402.19 Method of Measurement .......................................................................285 402.20 Basis of Payment ..................................................................................285

SECTION 403 – COLD MIX ASPHALT, CMA, PAVEMENT ............................286 403.01 Description ............................................................................................286 403.02 Materials ...............................................................................................286 403.03 Weather Limitations .............................................................................286 403.04 Equipment .............................................................................................287 403.05 Preparation of Mixtures ........................................................................287 403.06 Preparation of Subgrade or Base ..........................................................287 403.07 Spreading Mixture ................................................................................287 403.08 Curing ...................................................................................................288 403.09 Compaction ...........................................................................................288 403.10 Surface Tolerances................................................................................288 403.11 Method of Measurement .......................................................................288 403.12 Basis of Payment ..................................................................................288

SECTION 404 – SEAL COAT ...................................................................

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