· eric j. holcomb governor indiana department of transportation joe mcguinness commissioner...
TRANSCRIPT
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INDIANA
DEPARTMENT OF
TRANSPORTATION ____________
STANDARD
SPECIFICATIONS
2018
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ERIC J. HOLCOMB GOVERNOR
INDIANA DEPARTMENT OF TRANSPORTATION
Joe McGuinness
COMMISSIONER
STANDARDS COMMITTEE
CHAIRMAN
John H. Leckie, Construction Management Director
MEMBERS
Matthew Beeson, Materials Management
Michael Beuchel, Contract Administration
David Boruff, Traffic Engineering
Kumar Dave, Pavement Engineering
Robert Goldner, Construction Technical Support
Michael Koch, Fort Wayne District Construction
Gregory Pankow, State Construction Engineer
Elizabeth Phillips, Bridge Standards and Policy
Peter Yao, Highway Design and Technical Support
SECRETARY
Scott Trammell, Construction Specifications Engineer
Lana Podorvanova, Specifications Coordinator
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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 ................................................................................. 5 101.11 Contract ................................................................................................... 5 101.12 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 .............................................................................................. 6 101.19 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 ................................................................................................... 6 101.27 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 ................................................................................... 8 101.36 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 .............................................................. 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 SECTION 103 – AWARD AND EXECUTION OF CONTRACT .......................... 13
103.01 Disadvantaged Business Enterprise Program ........................................ 13 (a) General Requirements ............................................................................ 13 (b) Definitions ............................................................................................. 13
1. DBE ................................................................................................. 14
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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 .............................................................. 17 2. DBE Joint Venture Type B .............................................................. 17
(d) Affirmative Actions ............................................................................... 17 (e) Determination of Good Faith Efforts ..................................................... 17
1. Good Faith Efforts Prior to Award .................................................. 18 2. Good Faith Efforts for Extra Work .................................................. 21
(f) Affirmative Action Certification ............................................................ 21 (g) Subcontracts ........................................................................................... 22 (h) Leases and Rentals ................................................................................. 22 (i) Records and Reports ............................................................................... 23
103.02 Specific Equal Employment Opportunity Responsibilities .................... 24 103.02.1 Record Keeping .................................................................................. 24 103.03 Blank ...................................................................................................... 25 103.04 Insurance ................................................................................................ 25
(a) Worker’s Compensation and Employer’s Liability ................................ 25 (b) Commercial General Liability ............................................................... 26 (c) Business Automobile Liability ............................................................... 26 (d) Railroad’s Protective Liability ............................................................... 26 (e) Owner’s and Contractor’s Protective Liability Insurance
Coverage for Operations of Designated Contractor ............................... 26 (f) Basis of Payment .................................................................................... 27
103.05 Waiver of Damages ............................................................................... 27 103.06 Wage and Labor Requirements .............................................................. 28
(a) Non-discrimination of Employees ......................................................... 28 (b) Affidavits and Payrolls .......................................................................... 28 (c) Wage Stipulations .................................................................................. 29
1. General Decision Included in Contract Information Book ................................................................................................ 29 2. General Decision Not Included in Contract Information Book ................................................................................................ 29
103.07 Accident Prevention and Safety ............................................................. 29 SECTION 104 – SCOPE OF WORK ....................................................................... 29
104.01 Intent of Contract ................................................................................... 29 104.02 Changed Conditions............................................................................... 30
(a) Differing Site Conditions ....................................................................... 31 (b) Suspensions of Work Ordered by the Engineer ..................................... 31 (c) Significant Changes in the Character of Work ....................................... 32 (d) Pre-established Remedies to Changed Conditions ................................. 32
1. Acceleration ..................................................................................... 34 2. Inefficiencies ................................................................................... 34
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3. Unrecoverable Costs ........................................................................ 34 4. Unacceptable Cost Calculation Methods ......................................... 34
104.03 Extra Work ............................................................................................ 35 104.04 Maintenance of Traffic .......................................................................... 35
(a) Special Detours ...................................................................................... 36 (b) Maintenance Directed by the Engineer .................................................. 36 (c) Blank ...................................................................................................... 36 (d) Traffic Control for Patching on a Two-Lane Roadway ......................... 36
104.05 Removal and Disposal of Structures and Obstructions .......................... 37 104.06 Removal and Disposal of Regulated Materials ...................................... 37
(a) For Such Materials which are Identified in the Proposal Book as Being Present on the Project Site ............................................. 38
(b) For Such Materials which are not Identified in the Proposal Book as Being Present on the Project Site ............................................. 39
104.07 Rights in and Use of Materials Found in the Project Site ...................... 41 104.08 Final Clean-Up ...................................................................................... 41
SECTION 105 – CONTROL OF WORK................................................................. 42 105.01 Authority of the Engineer ...................................................................... 42 105.02 Plans and Working Drawings ................................................................ 42 105.03 Conformance with Plans and Specifications .......................................... 43 105.04 Coordination of Plans, Standard Specifications,
Supplemental Specifications, and Special Provisions............................ 44 105.05 Cooperation by Contractor .................................................................... 45 105.06 Cooperation with Utilities ...................................................................... 45 105.07 Cooperation Between Contractors ......................................................... 46 105.08 Construction Stakes, Lines, and Grades ................................................ 46
(a) Construction Engineering by the State ................................................... 46 (b) Construction Engineering by the Contractor .......................................... 47 (c) Production Staking by the Contractor .................................................... 50
105.09 Duties of Technician and Inspector ....................................................... 51 105.10 Inspection of Work ................................................................................ 52 105.11 Removal of Unacceptable and Unauthorized Work .............................. 52 105.12 Load Restrictions ................................................................................... 53 105.13 Maintenance During Construction ......................................................... 53 105.14 Failure to Maintain Roadway, Structures, Barricades, and
Construction Signs ................................................................................. 54 105.15 Acceptance and Final Inspection ........................................................... 54
(a) Partial Acceptance .................................................................................. 54 (b) Final Acceptance.................................................................................... 54
105.16 Notice of Changed Conditions and Claims ............................................ 55 (a) Contractual Notice of a Changed Condition .......................................... 55 (b) Claims .................................................................................................... 56
1. Required Documentation ................................................................. 56 2. Auditing of Claims .......................................................................... 57
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(c) Claim Resolution Process ...................................................................... 57 1. Project Level Review ....................................................................... 57 2. District Office Review ..................................................................... 58 3. Central Office Review ..................................................................... 59
SECTION 106 – CONTROL OF MATERIAL ........................................................ 60 106.01 Source of Supply and Quality Requirements ......................................... 60
(a) Approved or Prequalified Materials ....................................................... 60 (b) Material Records .................................................................................... 61
1. Documentation of Material Delivery ............................................... 61 2. Delivery Ticket Information ............................................................ 61 3. Payment Procedures ......................................................................... 62
(c) Buy America Requirement ..................................................................... 62 106.02 Samples, Tests, Cited Specifications ..................................................... 62 106.03 Plant Inspection ..................................................................................... 63 106.04 Blank ...................................................................................................... 64 106.05 Storage of Materials ............................................................................... 64 106.06 Handling of Materials ............................................................................ 64 106.07 Unacceptable Materials ......................................................................... 64 106.08 Hazard Communication Program .......................................................... 64 106.09 Department Furnished Materials ........................................................... 65 106.10 Proportioning Materials ......................................................................... 65 106.11 Sample Asbestos Exclusion Letter ........................................................ 65
SECTION 107 – LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC ... 65 107.01 Laws to be Observed ............................................................................. 65 107.02 Permits, Licenses, and Taxes ................................................................. 67 107.03 Patented Devices, Materials, and Processes .......................................... 68 107.04 Restoration of Surfaces Opened by Permit ............................................ 68 107.05 Federal Aid Provisions .......................................................................... 68 107.06 Equal Employment Opportunity Trainees ............................................. 68 107.07 Sanitary Conditions Requirements ........................................................ 70 107.08 Public Convenience and Safety ............................................................. 71
(a) Worker Safety ........................................................................................ 71 (b) Dust and Air Pollution ........................................................................... 71 (c) Protection to Traffic ............................................................................... 71 (d) Notice to Local Public Officials ............................................................ 72 (e) Convenience to Traffic and Property Owners ........................................ 72
107.09 Railroad-Highway Requirements .......................................................... 73 (a) Protection of Track Ballast ..................................................................... 73 (b) Hold Harmless Clause ........................................................................... 74
107.10 Archaeological Artifacts ........................................................................ 74 107.11 Bridges over Navigable Waters ............................................................. 74 107.12 Traffic Control Devices ......................................................................... 74 107.13 Use of Explosives .................................................................................. 76 107.14 Protection and Restoration of Property and Landscape ......................... 76
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107.15 Erosion Control Plan and Proof of Publication ...................................... 77 107.16 Forest Protection .................................................................................... 77 107.17 Responsibility for Damage Claims ........................................................ 78 107.18 Opening Sections of Project to Traffic .................................................. 79 107.19 Contractor’s Responsibility for Work .................................................... 79 107.20 Contractor’s Responsibility for Utility Property and
Services ................................................................................................. 80 107.21 Furnishing Right-of-Way ....................................................................... 81 107.22 Personal Liability of Public Officials .................................................... 81 107.23 Waiver of Legal Rights .......................................................................... 81 107.24 Governing Law ...................................................................................... 82 107.25 Severability ............................................................................................ 82
SECTION 108 – PROSECUTION AND PROGRESS ............................................ 82 108.01 Subletting of Contract ............................................................................ 82 108.02 Release of Retainage to Subcontractors ................................................. 83 108.03 Notice to Proceed ................................................................................... 83 108.04 Prosecution of the Work ........................................................................ 83 108.05 Pre-phase Site Construction Meetings ................................................... 87 108.06 Limitation of Operations ........................................................................ 88 108.07 Character of Workers, Methods, and Equipment ................................... 88 108.08 Determination and Extension of Contract Time .................................... 89
(a) Excusable, Non-Compensable Delays ................................................... 94 (b) Excusable, Compensable Delays ........................................................... 94 (c) Non-Excusable Delays ........................................................................... 95 (d) Concurrent Delays ................................................................................. 95
108.09 Failure to Complete on Time ................................................................. 95 108.10 Default and Termination of Contract ..................................................... 96 108.11 Termination of Contractor’s Responsibility .......................................... 98 108.12 Contract Documentation ........................................................................ 99
SECTION 109 – MEASUREMENT AND PAYMENT .......................................... 99 109.01 Measurement of Quantities .................................................................... 99
(a) General Requirements ............................................................................ 99 (b) Scales and Measurement by Weight (Mass) ........................................ 100 (c) Measurement by Volume ..................................................................... 102 (d) Measurement of Asphalt Materials ...................................................... 102 (e) Measurement of PCC ........................................................................... 103 (f) Measurement of Aggregates ................................................................. 103 (g) Measurement of Timber or Lumber ..................................................... 104 (h) Rental of Equipment ............................................................................ 104 (i) Manufactured Materials ........................................................................ 104
109.02 Scope of Payment .................................................................................104 109.03 Compensation for Altered Quantities ...................................................105 109.04 Cost Reduction Incentive, CRI .............................................................106
(a) CRI Initial Requirements ..................................................................... 106
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(b) CRI Formal Proposal Requirements .................................................... 107 (c) Approval of Formal CRI Proposal ....................................................... 109 (d) Payment for Design of Formal Proposal, if Rejected........................... 110 (e) Other Conditions .................................................................................. 110 (f) Time Savings Proposals ....................................................................... 111 (g) Adjustments to Contract Time ............................................................. 111 (h) Method of Measurement ...................................................................... 111 (i) Basis of Payment .................................................................................. 112
109.05 Payment for Extra Work .......................................................................113 (a) Agreed Price ......................................................................................... 113 (b) Force Account ...................................................................................... 113
1. Labor Costs .....................................................................................113 2. Bond and Insurance ........................................................................114 3. Materials .........................................................................................114 4. Equipment .......................................................................................114 5. Miscellaneous .................................................................................115 6. Subcontracting ................................................................................115 7. Compensation .................................................................................115 8. Statements .......................................................................................115
109.05.1 Quality Adjustments ..........................................................................116 (a) HMA .................................................................................................... 116 (b) PCCP ................................................................................................... 116 (c) Temporary Traffic Control Devices, TTCD ......................................... 116 (d) Failed Materials, FM ............................................................................ 117 (e) Pavement Traffic Markings, PTM ....................................................... 117 (f) Erosion and Sediment Control, E&SC ................................................. 117
109.05.2 Delay Costs ........................................................................................117 (a) Allowable Delay Costs ......................................................................... 117
1. Labor ...............................................................................................117 2. Insurance .........................................................................................118 3. Equipment .......................................................................................118 4. Field Office Costs ...........................................................................118 5. Escalation Costs ..............................................................................118
(b) Blank .................................................................................................... 119 109.06 Eliminated Pay Items ............................................................................119 109.07 Partial Payments ...................................................................................119 109.08 Final Payment .......................................................................................120
SECTION 110 – MOBILIZATION AND DEMOBILIZATION ............................120 110.01 Description ............................................................................................120 110.02 Limitations ............................................................................................121 110.03 Method of Measurement .......................................................................121 110.04 Basis of Payment ..................................................................................121
SECTION 111 – STOCKPILED MATERIALS .....................................................121 111.01 Description ............................................................................................121
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111.02 General Requirements ..........................................................................121 111.03 Structural Steel and Concrete Structural Members ...............................122
(a) Delivered to the Job Site ...................................................................... 122 (b) Acceptably Stored at the Fabricator’s or Manufacturer’s
Storage Facilities .................................................................................. 122 111.04 Dowel Bar Assemblies .........................................................................122 111.05 Granular Base, Subbase Materials, and Aggregates for
HMA and Concrete Pavements ............................................................122 111.06 Bridge Expansion Joints .......................................................................123
(a) Type SS ................................................................................................ 123 (b) Type M................................................................................................. 123
111.07 Structural Supports for Signals, Signs, and Luminaires .......................123 111.08 Precast Concrete Median Barrier ..........................................................123 111.09 Concrete Face Panels and Ground Reinforcement for MSE
Walls .....................................................................................................123 111.10 Additional Requirements ......................................................................124 111.11 Method of Measurement .......................................................................124 111.12 Basis of Payment ..................................................................................124
SECTION 112 – BLANK ........................................................................................125 SECTION 113 – PARTNERING OVERHEAD .....................................................125
113.01 Description ............................................................................................125 113.02 Requirements ........................................................................................125
(a) Meeting Room ..................................................................................... 125 (b) Meeting Length .................................................................................... 126 (c) Facilitator ............................................................................................. 126
113.03 Method of Measurement .......................................................................126 113.04 Basis of Payment ..................................................................................126
SECTION 200 – EARTHWORK
SECTION 201 – CLEARING AND GRUBBING ..................................................127 201.01 Description ............................................................................................127 201.02 General .................................................................................................127 201.03 Clearing and Grubbing .........................................................................127 201.04 Scalping ................................................................................................128 201.05 Hedge Removal ....................................................................................128 201.06 Method of Measurement .......................................................................128
(a) Area Basis ............................................................................................ 128 (b) Lump Sum Basis .................................................................................. 128 (c) Individual Unit Basis ........................................................................... 128
201.07 Basis of Payment ..................................................................................129 (a) Area Basis ............................................................................................ 129 (b) Lump Sum Basis .................................................................................. 129 (c) Individual Unit Basis ........................................................................... 129
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(d) Clearing Right-of-Way ........................................................................ 130 (e) Exclusions ............................................................................................ 130
SECTION 202 – REMOVAL OF STRUCTURES AND OBSTRUCTIONS .........130 202.01 Description ............................................................................................130 202.02 General Requirements ..........................................................................130
(a) Type Y Waste ...................................................................................... 132 (b) Type Z Waste ....................................................................................... 132
202.03 Removal of Bridges, Culverts, and Other Drainage Structures ..............................................................................................132
(a) Complete .............................................................................................. 132 (b) Portions ................................................................................................ 133 (c) Disposal of Concrete ............................................................................ 134
202.04 Removal of Pipe and Tile Drains ..........................................................134 202.05 Removal of PCCP, Sidewalks, Curbs, RCBA, and
Reinforced Concrete Moment Slabs .....................................................135 202.06 Removal of Houses and Buildings ........................................................135 202.07 Inspection and Removal of Asbestos ....................................................136 202.08 Removal of Underground Storage Tanks Containing
Petroleum Products or Other Hazardous Chemicals .............................136 (a) Type A Waste ...................................................................................... 139 (b) Type B Waste ...................................................................................... 139 (c) Type C Waste ....................................................................................... 139
202.09 Remediation of Contaminated Soil and Groundwater ..........................139 202.10 Remediation of Other Regulated Materials ..........................................140 202.11 Transportation and Disposal of Regulated Materials ............................140 202.12 Blank .....................................................................................................141 202.13 Method of Measurement .......................................................................141 202.14 Basis of Payment ..................................................................................141
SECTION 203 – EXCAVATION AND EMBANKMENT ....................................146 203.01 Description ............................................................................................146 203.02 Common Excavation ............................................................................147 203.03 Rock Excavation ...................................................................................147 203.04 Unclassified Excavation .......................................................................147 203.05 Peat Excavation ....................................................................................147 203.06 Waterway Excavation ...........................................................................147 203.07 Class Y Excavation ...............................................................................147 203.08 Borrow or Disposal ...............................................................................148
(a) Borrow and Disposal Site Requirements ............................................. 148 1. Solid Waste Site ..............................................................................148 2. Established Site ...............................................................................149 3. General Site ....................................................................................150
(b) Additional Requirements ..................................................................... 151 203.08.1 Linear Grading ...................................................................................153 203.09 General Requirements ..........................................................................153
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203.10 Disposal of Excavated Material Except Waterway and Peat Excavation ............................................................................................156
203.11 Disposal of Waterway Excavation ........................................................156 203.12 Disposal of Peat ....................................................................................156 203.13 Slides ....................................................................................................156 203.14 Drainage................................................................................................157 203.15 Excavating Rock ...................................................................................158 203.16 Peat Deposit Treatment .........................................................................160
(a) Treatment of Existing Fills ................................................................... 160 (b) Treatment by Removal ......................................................................... 161 (c) Treatment by Displacement ................................................................. 161
203.17 Cased Test Holes ..................................................................................162 203.18 Embankment Construction ...................................................................163 203.19 Embankment Over and Around Structures ...........................................163 203.20 Rock and Shale Embankment ...............................................................164
(a) Rock Embankment ............................................................................... 164 (b) Shale, Shale and Soft Rock Mixtures, or Soft Rock ............................ 165 (c) Shale and Thinly Layered Limestone ................................................... 166
203.21 Embankment on Hillsides or Slopes .....................................................166 203.22 Embankment Over Existing Roadbeds .................................................166 203.23 Embankment other than Rock, with Strength or Density
Control ..................................................................................................168 203.24 Method of Making Strength, Stiffness and Density Tests ....................169
(a) Laboratory ............................................................................................ 170 (b) Field ..................................................................................................... 170
203.25 Embankment Without Stiffness Control ...............................................172 203.26 Proofrolling ...........................................................................................172 203.27 Method of Measurement .......................................................................172
(a) Contract Quantity ................................................................................. 172 (b) Measured Quantities ............................................................................ 173 (c) Measurement on a Linear Basis ........................................................... 174 (d) Measurement of Excavation Items on a Weight Basis ......................... 174 (e) Measurement of Embankments ............................................................ 174 (f) Measurement of Borrow ....................................................................... 174 (g) Measurement of Embankment Foundation Soils Treatment ................ 175 (h) Measurement of Water for Shale, Shale and Soft Rock
Mixtures, or Soft Rock ......................................................................... 175 (i) Lump Sum ............................................................................................ 175 (j) Measurement of Exploratory Cores ...................................................... 175
203.28 Basis of Payment ..................................................................................175 SECTION 204 – GEOTECHNICAL INSTRUMENTATION ................................179
204.01 Description ............................................................................................179 204.02 Materials ...............................................................................................179 204.03 Settlement Plates ...................................................................................180
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(a) Installation Requirements..................................................................... 180 (b) Instrument Readings and Settlement Period ........................................ 180
204.04 Standpipe Piezometers ..........................................................................181 (a) Installation Requirements..................................................................... 181 (b) Readings and Maintenance of Piezometer ........................................... 183
204.05 Method of Measurement .......................................................................183 204.06 Basis of Payment ..................................................................................183
SECTION 205 – TEMPORARY EROSION AND SEDIMENT CONTROL ........184 205.01 Description ............................................................................................184 205.02 Materials ...............................................................................................184 205.03 General Requirements ..........................................................................185 205.04 Temporary Surface Stabilization ..........................................................186
(a) Seed ...................................................................................................... 186 1. Spring Mix ......................................................................................186 2. Fall Mix ..........................................................................................186
(b) Mulch ................................................................................................... 186 1. Type A ............................................................................................187 2. Type B ............................................................................................187 3. Type C ............................................................................................187
(c) Manufactured Surface Protection Products .......................................... 188 1. Excelsior Blanket ............................................................................188 2. Straw Blanket .................................................................................188 3. Rolled Erosion Control Products ....................................................188 4. Geotextile ........................................................................................189
205.05 Concentrated Flow Protection ..............................................................189 (a) Check Dam ........................................................................................... 189 (b) Check Dam, Traversable ...................................................................... 189 (c) Diversion Interceptors .......................................................................... 189 (d) Sediment Traps .................................................................................... 190 (e) Sediment Basins ................................................................................... 190 (f) Slope Drains ......................................................................................... 190 (g) Vegetative Filter Strips ........................................................................ 190 (h) Splashpads ........................................................................................... 190 (i) Inlet Protection ..................................................................................... 190 (j) Retention Ponds .................................................................................... 190
205.06 Perimeter Protection .............................................................................191 (a) Silt Fence ............................................................................................. 191 (b) Filter Berm ........................................................................................... 191
205.07 Maintenance ..........................................................................................191 (a) Silt Fence ............................................................................................. 191 (b) Sediment Basin .................................................................................... 191 (c) Filter Berm ........................................................................................... 191 (d) Inlet Protection ..................................................................................... 192 (e) Sediment Traps .................................................................................... 192
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(f) Concrete Washout ................................................................................ 192 (g) Check Dams ......................................................................................... 192
205.08 Quality Adjustments .............................................................................192 205.09 Removal ................................................................................................193 205.10 Method of Measurement .......................................................................193 205.11 Basis of Payment ..................................................................................194
SECTION 206 – STRUCTURE EXCAVATION ...................................................195 206.01 Description ............................................................................................195 206.02 Class X Excavation ...............................................................................196
(a) General Excavation .............................................................................. 196 (b) Excavation for Foundation of Traffic Support Structures .................... 196
206.03 Wet Excavation .....................................................................................197 206.04 Dry Excavation .....................................................................................197 206.05 Foundation Excavation, Unclassified ...................................................197 206.06 General Requirements ..........................................................................197 206.07 Disposal of Excavated Material ............................................................198 206.08 Preparation of Foundation Surfaces ......................................................198 206.09 Cofferdams and Temporary Construction Dikes ..................................199 206.10 Method of Measurement .......................................................................200 206.11 Basis of Payment ..................................................................................201
(a) Culverts ................................................................................................ 204 (b) Bridges ................................................................................................. 204 (c) Traffic Structure Supports .................................................................... 206
SECTION 207 – SUBGRADE ................................................................................206 207.01 Description ............................................................................................206 207.02 Materials ...............................................................................................206 207.03 General Requirements ..........................................................................206 207.04 Subgrade Treatments ............................................................................208 207.05 Method of Measurement .......................................................................209 207.06 Basis of Payment ..................................................................................209
SECTION 208 – FINISHING SHOULDERS, DITCHES, AND SLOPES .............210 208.01 Description ............................................................................................210 208.02 Finishing Shoulders ..............................................................................210 208.03 Finishing Ditches ..................................................................................211 208.04 Finishing Slopes ...................................................................................211 208.05 Blank .....................................................................................................211 208.06 Finishing at Contract Drainage Structures ............................................211 208.07 Method of Measurement .......................................................................211 208.08 Basis of Payment ..................................................................................211
SECTION 209 – FINISHING EARTH GRADED ROADS ...................................211 209.01 Description ............................................................................................211 209.02 Construction Requirements...................................................................211
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209.03 Method of Measurement .......................................................................212 209.04 Basis of Payment ..................................................................................212
SECTION 210 – FINAL TRIMMING AND CLEANING .....................................212 210.01 Description ............................................................................................212 210.02 Construction Requirements...................................................................212 210.03 Method of Measurement .......................................................................213 210.04 Basis of Payment ..................................................................................213
SECTION 211 – B BORROW AND STRUCTURE BACKFILL ..........................213 211.01 Description ............................................................................................213 211.02 Materials ...............................................................................................213 211.03 General Requirements ..........................................................................214 211.03.1 Structure Backfill Types ....................................................................215
(a) Type 1 .................................................................................................. 215 (b) Type 2 .................................................................................................. 215 (c) Type 3 .................................................................................................. 215 (d) Type 4 .................................................................................................. 216 (e) Type 5 .................................................................................................. 217
211.04 Compaction ...........................................................................................217 211.05 Embankment for Bridges ......................................................................217 211.06 B Borrow Around Bents .......................................................................217 211.07 Blank .....................................................................................................217 211.08 Spandrel Filling ....................................................................................217 211.09 Method of Measurement .......................................................................218 211.10 Basis of Payment ..................................................................................218
SECTION 212 – STOCKPILED SELECTED MATERIALS .................................219 212.01 Description ............................................................................................219 212.02 Materials ...............................................................................................219 212.03 Construction Requirements...................................................................220 212.04 Method of Measurement .......................................................................220 212.05 Basis of Payment ..................................................................................220
SECTION 213 – FLOWABLE BACKFILL ...........................................................220 213.01 Description ............................................................................................220 213.02 Materials ...............................................................................................221 213.03 Flowable Backfill Mix Design ..............................................................221 213.04 Flowable Backfill Mix Criteria .............................................................221
(a) Flow Consistency ................................................................................. 222 (b) Lightweight Dynamic Cone Penetration Blow Count
Number ................................................................................................. 222 (c) Removability Modulus ......................................................................... 222
213.05 Flowable Backfill Trial Batch ...............................................................222 213.06 Mixing Equipment ................................................................................223 213.07 Placement .............................................................................................223
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213.08 Method of Measurement .......................................................................224 213.09 Basis of Payment ..................................................................................224
SECTION 214 – GEOSYNTHETICS .....................................................................224 214.01 Description ............................................................................................224 214.02 Materials ...............................................................................................224 214.03 Foundation Preparation .........................................................................225
(a) Geotextile as a Drainage Blanket ......................................................... 225 (b) Geotextile Placement for Pavement, Subgrade, or
Embankment ........................................................................................ 225 (c) Geogrid Placement in Embankment and Subgrade .............................. 226
214.04 Fill Placement .......................................................................................226 214.05 Method of Measurement .......................................................................227 214.06 Basis of Payment ..................................................................................227
SECTION 215 – CHEMICAL MODIFICATION OF SOILS .................................227 215.01 Description ............................................................................................227 215.02 Materials ...............................................................................................227 215.03 Testing and Mix Design ........................................................................228 215.04 Storage and Handling ...........................................................................228 215.05 Weather Limitations .............................................................................229 215.06 Preparation of Soils...............................................................................229 215.07 Spreading of Chemical Modifiers .........................................................229 215.08 Mixing ..................................................................................................229 215.09 Compaction ...........................................................................................229 215.10 Curing ...................................................................................................230 215.11 Method of Measurement .......................................................................230 215.12 Basis of Payment ..................................................................................231
SECTION 216 – CELLULAR CONCRETE FILL, CCF ........................................231 216.01 Description ............................................................................................231 216.02 Materials ...............................................................................................231 216.03 Mix Design ...........................................................................................232 216.04 Properties and Tests ..............................................................................232
(a) CCF Cast Density ................................................................................. 232 (b) Foam Density ....................................................................................... 233
216.05 Storage and Handling ...........................................................................233 216.06 Weather Limitations .............................................................................233 216.07 Preparation of Subgrade .......................................................................233 216.08 Installation ............................................................................................233 216.09 Lots .......................................................................................................233 216.10 Testing ..................................................................................................233 216.11 Method of Measurement .......................................................................233 216.12 Basis of Payment ..................................................................................234
SECTION 217 - SOILS DRYING WITH CHEMICAL MODIFIERS ...................234
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217.01 Description ............................................................................................234 217.02 Materials ...............................................................................................234 217.03 Testing and Mix Design ........................................................................234 217.04 Storage and Handling ...........................................................................235 217.05 Weather Limitations .............................................................................235 217.06 Preparation of Soils...............................................................................235 217.07 Spreading of Chemical Modifiers .........................................................235 217.08 Mixing ..................................................................................................235 217.09 Compaction ...........................................................................................236 217.10 Method of Measurement .......................................................................236 217.11 Basis of Payment ..................................................................................236
SECTION 300 – AGGREGATE PAVEMENT AND BASES
SECTION 301 – AGGREGATE BASE ..................................................................238 301.01 Description ............................................................................................238 301.02 Materials ...............................................................................................238 301.03 Preparation of Subgrade .......................................................................238 301.04 Temperature Limitations ......................................................................238 301.05 Spreading ..............................................................................................238 301.06 Compacting ...........................................................................................238 301.07 Checking and Correcting Base .............................................................239 301.08 Priming .................................................................................................239 301.09 Method of Measurement .......................................................................239 301.10 Basis of Payment ..................................................................................240
SECTION 302 – SUBBASE ....................................................................................240 302.01 Description ............................................................................................240 302.02 Materials ...............................................................................................240 302.03 Preparation of Subgrade .......................................................................241 302.04 Temperature Limitations ......................................................................241 302.05 Spreading ..............................................................................................241 302.06 Compacting ...........................................................................................241
(a) Aggregate Separation Layers and Dense Graded Subbase ................... 241 (b) Aggregate Drainage Layers ................................................................. 241
302.07 Checking and Correcting Subbase ........................................................242 302.08 Method of Measurement .......................................................................242 302.09 Basis of Payment ..................................................................................242
SECTION 303 – AGGREGATE PAVEMENTS OR SHOULDERS ......................242 303.01 Description ............................................................................................242 303.02 Materials ...............................................................................................242 303.03 Preparation of Subgrade .......................................................................242 303.04 Temperature Limitations ......................................................................243 303.05 Spreading ..............................................................................................243 303.06 Compacting ...........................................................................................243
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303.07 Checking and Correcting Base and Surface ..........................................243 303.08 Dust Palliative .......................................................................................243 303.09 Method of Measurement .......................................................................243 303.10 Basis of Payment ..................................................................................243
SECTION 304 – ASPHALT BASES ......................................................................244 304.01 Description ............................................................................................244 304.02 Materials ...............................................................................................244 304.03 Sealing Cracks and Joints .....................................................................244 304.04 Patching ................................................................................................244 304.05 Widening ..............................................................................................245 304.06 Method of Measurement .......................................................................245 304.07 Basis of Payment ..................................................................................245
SECTION 305 – CONCRETE BASES ...................................................................246 305.01 Description ............................................................................................246 305.02 Materials ...............................................................................................246 305.03 New PCC Base .....................................................................................247 305.04 Existing PCCP ......................................................................................247
(a) Patching................................................................................................ 247 (b) Surface Milling .................................................................................... 247 (c) Retrofit Load Transfer ......................................................................... 247 (d) Rubblizing Existing PCCP ................................................................... 247
305.05 Widening With PCC Base ....................................................................249 305.06 Method of Measurement .......................................................................249 305.07 Basis of Payment ..................................................................................250
SECTION 306 – MILLING .....................................................................................251 306.01 Description ............................................................................................251 306.02 General .................................................................................................251 306.03 Equipment .............................................................................................251
(a) Roadway Milling Machine ................................................................... 251 (b) Power Saw ........................................................................................... 252 (c) Rotary Power Broom ........................................................................... 252 (d) Straightedge ......................................................................................... 252
1. Straightedge – 16 ft .........................................................................252 2. Straightedge – 10 ft .........................................................................252
306.04 Asphalt or PCCP Scarification Milling .................................................252 306.05 Asphalt or PCCP Profile Milling to Correct Cross-Slope .....................253 306.06 Approach Milling .................................................................................254 306.07 Asphalt or PCCP Milling to a Specified Average Depth ......................254 306.08 Asphalt Overlay Removal .....................................................................255 306.09 Transition Milling .................................................................................255 306.10 Method of Measurement .......................................................................256 306.11 Basis of Payment ..................................................................................256
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SECTION 400 – ASPHALT PAVEMENTS SECTION 401 – QUALITY CONTROL/QUALITY ASSURANCE, QC/QA, HOT MIX ASPHALT, HMA, PAVEMENT ................257
401.01 Description ............................................................................................257 401.02 Quality Control .....................................................................................257 401.03 Materials ...............................................................................................257 401.04 Design Mix Formula .............................................................................257 401.05 Volumetric Mix Design ........................................................................258 401.06 Recycled Materials ...............................................................................261 401.07 Lots and Sublots ...................................................................................263 401.08 Blank .....................................................................................................263 401.09 Acceptance of Mixtures ........................................................................263 401.10 General .................................................................................................265 401.11 Preparation of Surfaces to be Overlaid .................................................266 401.12 Process Control .....................................................................................267 401.13 Weather Limitations .............................................................................267 401.14 Spreading and Finishing .......................................................................267 401.15 Joints .....................................................................................................268 401.16 Density ..................................................................................................269 401.17 Pavement Corrugations .........................................................................271 401.18 Pavement Smoothness ..........................................................................271
(a) Profilograph ......................................................................................... 271 (b) 16 ft Straightedge and 10 ft Straightedge ............................................. 272 (c) Smoothness Correction ........................................................................ 273
401.19 Pay Factors ...........................................................................................273 (a) Dense Graded Mixture ≥ One Lot ........................................................ 273 (b) Dense Graded Mixture < One Lot and Open Graded
Mixture ................................................................................................. 275 (c) Smoothness .......................................................................................... 278
401.20 Appeals .................................................................................................279 (a) MSG ..................................................................................................... 280 (b) BSG of the Gyratory Specimen ........................................................... 280 (c) Binder Content ..................................................................................... 280 (d) BSG of the Density Core ..................................................................... 281
401.21 Method of Measurement .......................................................................281 401.22 Basis of Payment ..................................................................................281
SECTION 402 – HOT MIX ASPHALT, HMA, PAVEMENT ...............................283 402.01 Description ............................................................................................283 402.02 Quality Control .....................................................................................283 402.03 Materials ...............................................................................................283 402.04 Design Mix Formula .............................................................................283 402.05 Volumetric Mix Design ........................................................................284 402.06 Blank .....................................................................................................284
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402.07 Mix Criteria ..........................................................................................285 (a) Composition Limits for HMA Transverse Rumble Strip
Mixtures ............................................................................................... 285 (b) Composition Limits for HMA Wedge and Leveling
Mixtures ............................................................................................... 285 (c) Composition Limits for Temporary HMA Mixtures ............................ 285 (d) Composition Limits for HMA Curbing Mixes ..................................... 285
402.08 Recycled Materials ...............................................................................285 402.09 Acceptance of Mixtures ........................................................................285 402.10 General .................................................................................................286 402.11 Preparation of Surfaces to be Overlaid .................................................286 402.12 Weather Limitations .............................................................................287 402.13 Spreading and Finishing .......................................................................287 402.14 Joints .....................................................................................................288 402.15 Compaction ...........................................................................................288 402.16 Low Temperature Compaction Requirements ......................................290 402.17 Pavement Corrugations .........................................................................291 402.18 Pavement Smoothness ..........................................................................291 40