2501 – PART V
2500-2 Table 2501-1: Part V Revision Dates
SECTION TITLE REVISED 5.4.2 Sample Identification 2014 5.4.3 Sample Identification Forms 2014 5.5 REQUIRED SAMPLE SIZES 2015 5.6 AGGREGATES 2014 5.6.1 General 2014 5.6.2 Types of Production 2014 5.6.3 Inspection Responsibilities 2014 5.6.4 Approval of Deposits 2014 5.6.5 Inspection, Sampling and Testing 2014 5.7 INSPECTION AND SAMPLING OF MATERIALS 2014 5.7.1 Asphalt Materials 2014 5.7.2 Brick and Concrete Masonry Units 2014 5.7.3 Concrete Curing Materials 2014 5.7.4 Joint Sealing and Joint Filler Material 2014 5.7.5 Miscellaneous Materials 2014 5.7.6 Miscellaneous Metals 2014 5.7.7 Bridge Paints and Pavement Marking Materials 2014 5.7.8 Culvert, Sewer, and Underdrain Pipe 2014 5.7.9 Cementitious Material 2014 5.7.10 Materials for Roadside Improvement 2014 5.7.11 Steel and Iron 2014 5.7.12 Timber, Lumber, Piling, and Posts 2014 5.7.13 Water for Use with Portland Cement 2014 5.8 NUCLEAR GAUGE 2014 5.8.1 1.13.2 SOM – RADIOLOGICAL SAFETY GUIDELINES 2014 5.8.2 Independent Assurance Replicate (ASR) Check for Nuclear Gauges 2010 5.8.3 Segregation Check Using the Nuclear Density Gauge 2014 5.8.4 Joint Density Evaluation Using the Nuclear Gauge 2014 5.9 SAMPLING AND TEST METHODS FOREWARD 2014 5.9.1 KT-1 Sampling and Splitting of Aggregates 2014 5.9.2 KT-2 Sieve Analysis of Aggregates 2015 5.9.3 KT-3 Material Passing No. 200 (75 µm) Sieve by the Wash Method 2014 5.9.4 KT-4 Percent Retained on the No. 200 (75 µm) Sieve by Dry Screening 2014 5.9.5 KT-5 Unit Weight of Aggregate 2014 5.9.6 KT-6 Specific Gravity and Absorption of Aggregates 2015 5.9.7 KT-7 Clay Lumps and Friable Particles in Aggregate 2014 5.9.8 KT-8 Shale or “Shalelike” Materials in Aggregate 2014 5.9.10 KT-10 Plasticity Test 2014 5.9.11 KT-11 Moisture Tests 2014 2501 – PART V
2500-3 Table 2501-1: Part V Revision Dates
SECTION TITLE REVISED 5.9.12 KT-12 Standard Compaction Test 2014 5.9.13 KT-13 Field Density Tests of Soils, Treated Base Courses, and Water Bound Base Courses 2015 5.9.14 KT-14 Marshall Test of Bituminous Mixes 2015 5.9.15 KT-15 Bulk Specific Gravity and Unit Weight of Compacted Asphalt Mixtures 2014 5.9.16 KT-16 Deleted 2010 5.9.17 KT-17 Sampling Freshly Mixed Concrete 2012 5.9.18 KT-18 Air Content of Freshly Mixed Concrete by the Pressure Method 2015 5.9.19 KT-19 Air Content of Freshly Mixed Concrete by the Volumetric Method 2014 5.9.20 KT-20 Mass per Cubic Foot (Meter), Yield Cement Factor and Air Content (Gravimetric) of Freshly Mixed Concrete 2014 5.9.21 KT-21 Slump of Portland Cement Concrete 2012 5.9.22 KT-22 Making and Curing Compression and Flexural Test Specimens in the Field 2014 5.9.23 KT-23 Flexural Strength of Concrete (Third – Point Loading Method) 2015 5.9.24 KT-24 Determination of Free Moisture or Absorption of Aggregate for Use in Concrete 2014 5.9.25 KT-25 Sampling and Splitting Plant Mixed Asphalt Mixtures 2015 5.9.26 KT-26 Sampling Asphalt Materials 2012 5.9.27 KT-27 Sampling Joint Compound Materials 2014 5.9.28 KT-28 Sampling Bridge Paint 2012 5.9.29 KT-29 Field Sampling of Portland Cement, Lime and Fly Ash 2012 5.9.30 KT-30 Field Sampling of Thermoplastic Pavement Marking Material 2010 5.9.31 KT-31 Determination of Percentage of Crushed Particles in Crushed Gravel 2014 5.9.32 KT-32 Method of Test for Density of Compacted Asphalt Mixtures by Nuclear Method 2014 5.9.33 KT-33 Deleted See KTMR-39 2010 5.9.34 KT-34 Sieve Analysis of Extracted Aggregate 2014 5.9.35 KT-35 Sticks in Aggregate 2014 5.9.36 KT-36 Density of Freshly Mixed Concrete in Bridge Deck Overlays by Nuclear Gauge 2014 5.9.37 KT-37 Making, Curing, and Testing Cement Treated and Unbound Bases in the Laboratory 2014 5.9.38 KT-38 Density of Freshly Mixed Concrete in Pavement by Nuclear Gauge 2014 5.9.39 KT-39 Theoretical Maximum Specific Gravity of Asphalt Paving Mixtures 2014 5.9.41 KT-41 Determination of Density and Moisture Content of Portland Cement Treated Bases Aggregate Bases and Aggregate Shoulders by Nuclear Method 2014 5.9.42 KT-42 Sieve Analysis for Accepta nce of Lime or Cement Treated Soils 2014 5.9.43 KT-43 Moisture Content of Asphalt Mixtures or Mineral Aggregates – Microwave Oven Method 2014 5.9.44 KT-44 Method of Testing the Strength of Portland Cement Concrete Using the Maturity Method 2014 5.9.45 KT-45 Determination of Dry Paint Film Thickness with the Magnetic Gauge 2010 5.9.46 KT-46 Determination of Pavement Profile with the Profilograph 2014 5.9.47 KT-47 Depth Determination of Hot – in – Place Recycled Asphalt Pavement (HIPR) 2014 5.9.49 KT-49 Method for Obtaini ng and Testing Drilled Cores from PCCP and Precast Girders 2015 2501 – PART V
2500-4 Table 2501-1: Part V Revision Dates
SECTION TITLE REVISED 5.9.50 KT-50 Uncompacted Void Content of Fine Aggregate 2014 5.9.51 KT-51 Field Density and Moisture Tests of Soils by Nuclear Gauge 2015 5.9.54 KT-54 Deleted See KT-46 2010 5.9.55 KT-55 Plastic Fines in Combined Aggregates by use of the Sand Equivalent Test 2015 5.9.56 KT-56 Resistance of Compacted Asphalt Mixture to Moisture Induced Damage 2015 5.9.57 KT-57 Determination of Asphalt Content and Grad ation of Hot Mix Asphalt Concrete by the Ignition Method 2014 5.9.58 KT-58 Method for Preparing and Determining the Density of Hot Mix Asphalt (HMA) Specimens by Means of the S uperpave Gyratory Compactor 2014 5.9.59 KT-59 Flat and Elongated Part icles in Coarse Materials Test 2014 5.9.60 KT-60 Indirect Tensile Test 2014 5.9.61 KT-61 Raveling Test on Recycled Asphalt Specimens 2010 5.9.62 KT-62 Percent Solids of Lime Slurry 2012 5.9.63 KT-63 Method for Determining Draindown Characteristics in Uncompacted Asphalt Mixtures 2014 5.9.64 KT-64 Method for Determining Volume of Voids in Compacted Filler or Fines 2014 5.9.65 KT-65 Sampling and Splitting Cement Treated Base Mixtures 2014 5.9.66 KT-66 Sampling Epoxy Pavement Marking 2010 5.9.67 KT-67 Sampling Glass Beads 2010 5.9.68 KT-68 Sampling Traffic Paint 2010 5.9.69 KT-69 Relative Density 2015 5.9.70 KT-70 Method for Testing Polymer Overlays for Surface Preparation and Adhesion 2014 5.9.71 KT-71 Air –Void Analyzer 2014 5.9.72 KT-72 Measuring Flowing Concrete 2014 5.9.73 KT-73 Density, Absorption and Voids in Hardened Concrete 2015 5.9.76 KT-76 Method for Testing the Compressive Strength of Molded Cylindrical Concrete Specimens 2014 5.9.77 KT-77 Method for Capping Cylindrical Concrete Specimens 2014 5.9.78 KT-78 Method for Determining the Tensile Adhe sive Strength of Asphalt Pavement Tack Coat 2014 5.9.79 KT-79 Surface Resist ivity of Concrete 2015 5.9.80 KT-80 Uncompacted Void Content of Coarse Aggregate 2014 5.9.81 KT-81 Sampling Cold Plastic Pavement Marking, Patterned Cold Plastic Pavement Marking Tape and High Durabili ty Pavement Marking Tape 2015 5.9.82 KT-82 Determination of Excessive Moisture in Concrete Surfaces 2015 5.9.83 KT-83 Strand Bond in Prestressed Concrete Members 2015 5.10 CALCULATIONS 2010 5.10.1 Absolute Volume and Percent of Voids in a Unit Volume of Aggregate 2010 5.10.2 Theoretical Specific Gravity of a Combination of Aggregates 2010 5.10.3 Volume of Asphalt Materials 2012 5.10.4 Calculations for the Marshall Mix Design of Bituminous Mixtures 2012 5.10.5 Fineness Modulus of Aggregates (Gradation Factor) 2012 2501 – PART V
2500-5 Table 2501-1: Part V Revision Dates
SECTION TITLE REVISED APPENDICES Appendix A Sampling and Testing Frequency Chart – Non Quality Control/Quality Assurance Specifications 2015 Appendix B Sampling and Testing Frequency Chart – Quality Control/Quality Assurance Specifications 2015 Appendix C Test Procedure Criteria for the Independent Assurance Program 2014 Appendix D Policy and Procedure Manual for the Inspection of Kansas Department of Transportation District Laboratories 2014 2501.2 KANSAS TEST, MATERIALS AND RESEARCH (KTMR) TEST METHODS KTMR tests are procedures found at MRC and are not expected to be perfor med in the field. Copies can be obtained by contacting the Quality Assurance Sectio n at MRC if required within a specification. TABLE 2501-2: KTMR TEST METHODS TITLE TEST NUMBER Determination of Polymer Additive Percentages in Polymer Modified Asphalt Cements KTMR-2 Permeability for Base Course Material KTMR-5 Determination of Alkyd Base in Thermoplastic Material KTMR-6 Roundness of Glass Beads for Traffic Markings KTMR-7 Moisture Resistance of Glass Bead s for Traffic Markings KTMR-8 Field Evaluation of Pavement Marking Materials KTMR-9 Removability of Temporary Pavement Marking Tape KTMR-10 Rotational Capacity Testing of High Strength Fasteners - FHWA Supplemental Specification KTMR-11 Dry to No-Pick-Up Time for Water-Borne Traffic Paint KTMR-12 Method of Test for Determination of Volume Change of Soils KTMR-14 Determining if Fly Ash is Present in Plastic Portla nd Cement Concrete or Portland Cement KTMR-15 Testing of Dowel Bars Placed in Concrete for Resistance to Removal (Pull Out) KTMR-16 Recovery of Asphalt from Solution by Abson Method KTMR-18 Method of Testing Release Compounds for Asphalt Mixes KTMR-19 Chemical Analysis of Asphalt Rejuvenating Agents KTMR-20 Soundness and Modified Soundness of Aggregates by Freezing and Thawing KTMR-21 Durable Aggregate Test KTMR-22 Wetting and Drying Test of Sand-Gravel Aggregate for Concrete KTMR-23 Procedures for Testing Ligh tweight Aggregates KTMR-24 Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2 inches or [50 mm] Cube Specimens) KTMR-26 Modified Specific Gravity and Absorption of Aggregate KTMR-27 Determination of Total Acid Insoluble Residue KTMR-28 Wetting and Drying Test of Steam Cured Reinforced Concrete Pipe with Fly Ash KTMR-29 Preparation of Bridge Coating Test Pa nels for Cyclic Corrosion/UV Exposure KTMR-30 Solvent Test for Artificial Wood KTMR-31 Particle Size Analysis KTMR-32 2501 – PART V
2500-6 Table 2501-2: Ktmr Test Methods
TITLE TEST NUMBER Durable Aggregate Test KTMR-33 Determining Dynamic Modulus of Hot-Mix As phalt Concrete and Cold-in-Place Recycle Mixtures KTMR-34 Strand Bond in Prestressed Concrete Members KTMR-36 See KT-61 KTMR-38 Bitumen Content of Paving Mixtures By Reflux Extraction KTMR-39 See KT-69 KTMR-40 2501.3 AASHTO TEST METHODS In addition to the test methods referenced above, the following American Association of State Highway and Transportation Officials (AASHTO) test methods are used as written in the current edition of the AASHTO Materials Manual, Part II. Copies can be obtained from AASHTO, or can be viewed at the offices of the local DME, Construction and Materials Headquarters , or the Quality Control Section in MRC. TABLE 2501-3: AASH TO TEST METHODS TITLE AASHTO TEST METHOD Organic Impurities in Fine Aggregates for Concrete AASHTO T 21 Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine AASHTO T 96 Lightweight Pieces in Aggregate AASHTO T 113 2601 - MATERIALS CERTIFICATIONS
2600-1 Section 2601
MATERIALS CERTIFICATIONS 2601.1 DESCRIPTION This specification governs the requirements for the cont ent and distribution of certifications when dictated, in part or in whole, as the basis of acceptance for a material. 2601.2 REQUIREMENTS
a.General
1.The contractor is responsible for obtaining all cer tifications and arranging for their delivery to the proper destinations prior to use of the material and allowing sufficient time for review as stated herein.
2.Provide the following in formation on all certificat ions regardless of type.
a.Identification of the organization submitting the certification.
b.KDOT project number and KDOT contract number.
c.Name of contractor. (d) Identification markings on the shipment. As a minimum, this must include the name of the manufacturer. Also include the lot or heat number referenced in the certification, the serial number if applicable, and the date of manufacture if available. (e) Quantity of material represented by the certification. If multiple lot/heat numbers are submitted, the quantity should be listed per lot/heat number.
f.KDOT Contract line number (bid item) and item code number of the material represented by the certification.
g.Statement that all material complies with the applicable specifications. List the specifications by responsible organization, number, section re ference or other appropriate identification.
h.Additional information as required in the specification for the material, or as added requirements for the various types of certifications in subsection 2601.2b below.
3.The general information outlined above may be provided by the supplier on a cover sheet to the manufacturer’s certification(s). An example of a cover sheet is included at the end of this specification. Verify that the cover sheet and certification(s) are so well cross referenced and identified as a unit that they can be reunited if accidently separated.
4.When lot or heat numbers are required in a certification, the ma nufacturer is required to provide information with regard to the typical quantity of material and production time intervals represented by these numbers. Also include the dates of manufacture for the lots or heats involved. This information will be evaluated by the KDOT and may constitute a basis for rejection if the quantities or time intervals are considered excessive.
5.A signature is not required on laboratory repo rts or manufacturer’s certifications unless specifically required by other applicable specifi cations. However, the document must clearly identify the organization submitting the report or certification. The organization submitting certifications, re ports, and related written statements is responsible for the contents of these documents whether they are signed or not.
b.Types of Certifications.
1.Type “A” certification. This certification is to in clude a copy of the results of tests conducted by the manufacturer’s or other qualified laboratory on samples obtai ned from the lot or lots of material in the shipment. When a mill test report is submitted as the laboratory report, the quantity in the shipment does not need to be included on the report, provided that the identifying heat or lot numbers involved are roll stamped, embossed, or durably affixed to each item of material in the shipment represented by the report. In this case, provide the necessary quantity information on a cove r sheet, clearly identifying the quantity of each heat or lot in the shipment.
2.Type “B” certifications. This certification is to include a current summary of the maximum to minimum range of the manufacturer’s quality control test results as determined by the manufacturer’s or other qualified laboratory. These summaries must provide data on all major specification requirements. Also include the range of lots and manufacture dates represented by the data. When combining multiple components into a single item, submit a detailed parts summary indicating the lot/heat number, part description and quantity for each part. Summary reports dated more than six months prior to the da te of manufacture or shipment of the product will not be 2601 - MATERIALS CERTIFICATIONS
2600-2 accepted. The Engineer of Tests may also request copies of detailed test reports for material produced during a
specified time interval for veri fication of the certification.
3.Type “C” certifications. This certification is to include a statement certifying that the material in the shipment is essentially the same as material that is prequalified. (4) Type “D” certifications. This certification is to comply with subsection 2601.2a .
5.Type “E” certifications. This certification applies to assemblies or structures that are composed of two or more components or materials. These components or materials have been approved previously on an individual basis for KDOT projects, but lose their identity when they are incorporated into an assembly or structure. This certification would apply to signs, overhead sign and lighting structures, etc. The certification is to state that all the components or materials used in the fabrication of the represented assembly or structure were previously approved for KDOT use.
c.Responsibility for Preparation. The manufacturer of the individual item is responsible for preparing certifications of Type “A”, Type “B”, Type ”C”, and Ty pe ”D” certifications. The fabricator or assembler of individual items is responsible for preparing a Type “E” certification.
d.The Engineer reserves the right to sample and test any material or product that is governed by a certification. If deviations from the applicable specifications are found, the results will be reviewed by the Engineer to determine the final disposition of the material or produc t. Serious deviations may be cause for removal from prequalified status.
e.Distribution of Certifications.
1.Types “A” and “B” certifications.
a.Submit one copy of the certification via hard copy or e-mail to: Materials and Research Center Attn: Materials Certification Technician 2300 Van Buren Topeka, KS 66611 E-mail address: typeABcerts@ksdot.org These certifications will be evaluated for complian ce with the applicable specifications as well as this section. The appropriate personnel will be notified of a certifica tion’s disposition status through the issue of a hardcopy or electronic report, whichever is most expedient.
b.Submit one copy to the Field Engineer responsible for the project construction.
2.Types “C,” “D” and “E” certifications.
a.Issue one copy to the Field Engineer responsible for the project construction.
b.Do not issue these certifications to the Bureau of Construction and Materials, the Materials Certification Technician, or the Engineer of Tests unless they are specifically requested.
f.Certification of Aggregates. Provide the Engineer a certification for each classification of aggregate utilized in a project. (1) Aggregates Delivered to the Site: Certify each classification of a ggregate delivered to a project or product preparation site. Prepare these certifications under the signature of the aggregate producer or their designated representative. (a) Certify aggregates that are tested at their destination to determine final disposition as to the locations of the deposits from which they were produced.
b.Certify aggregates that are tested at their pr oduction site to determine fi nal disposition. These certifications state that the aggr egates were removed from a KDOT te sted and approved stockpile at the production site, or that they were removed from a plant while it was producing aggregate that was in compliance with the applicable specifications.
2.Aggregates Incorporated into the Project: At locations where aggregates and products that incorporate aggregates are produced for KDOT and non-KDOT use, provide certifications stating th at only KDOT tested and approved aggregate was provided for the KDOT projects.
3.Frequency of Certification:
a.Prior to the initial delivery of aggregates to a project or product preparation site, provide the Engineer a certification. This certification is to be under the signature of the aggregate producer or 2601 - MATERIALS CERTIFICATIONS
2600-3 their designated representative and state that all a ggregates to be provided for the project are in
compliance with all the appl icable KDOT specifications.
b.Upon completion of the project, pr ovide certifications as specified in subsection 2601.2f.(1) and (2) of this specification to the Engi neer. These certifications apply to all aggregates that were delivered to the project or product prepara tion site and ultimately used in the project. These certifications are to indica te the approximate quantities in tons or cubic yards of each aggregate delivered to the project and the approxima te quantities in tons or cubic yards of each aggregate delivered to the product preparation site and incorpor ated into a product that was utilized in the project. 2601.3 TEST METHODS Not applicable. 2601.4 PREQUALIFICATION Not applicable. 2601.5 BASIS OF ACCEPTANCE When certifications are incorporated into a material or product specification, acceptance will be based on the following: a. All applicable requirements are compli ed with. This includes the requirements of this section as well as the requirements of specifications unique to the product or material.
b.The final disposition of any product or material will be completed at the final destination as the result of inspection for the quality of workmanship and the delivery condition. 2601 - MATERIALS CERTIFICATIONS
2600-4 Date:
Submitted by: (include name, address, phone number, email address) (Note, as per the specification, although the Contractor is responsible to submit certifications, the party submitting them is respo nsible for the contents of this certification packet.) Kansas Department of Transportation Materials Certifications 2300 Van Buren Topeka, Kansas Project Number: Contract Number: Line Number: Item Code: Contractor Name: ID Markings on Shipment: Additional Information: This is to certify that the following items furnished by our firm for use on the reference project meet or exceed the requirements of section of the edition of the Kansas Department of Transportati on Standard Specification. or This is to certify that the following items furnished by our firm for use on the reference project meet or exceed the requirements of special provision of the edition of the Kansas Department of Transportati on Standard Specification. Quantity Description Heat/Lot Manufacturer Total quantity if applicable PAY ITEMS INDEX I-1 A Abutment St rip Drain .......................................................................................................... ............................... 700-104 Abutment Aggr egate Dr ain ...................................................................................................... ........................... 700-104 Adjustment of Catch Basins .................................................................................................... ............................. 800-50 Adjustment of Curb Inlets ..................................................................................................... ............................... 800-50 Adjustment of Exis ting Structures ............................................................................................. ........................... 800-50 Adjustment of Manholes ........................................................................................................ .............................. 800-50 Adjustment of Manhol es (Set Price) ............................................................................................ ......................... 800-50 Adjustment of Meter Box ....................................................................................................... .............................. 800-50 Adjustment of Valve Box ....................................................................................................... .............................. 800-50 Aggregate Backslop e Ditch Lining .............................................................................................. ........................ 800-84 Aggregate Base ................................................................................................................ ..................................... 300-13 Aggregate D itch Li ning ........................................................................................................ ................................ 800-84 Aggregate for Bla nket Underdrains ............................................................................................. ......................... 800-63 Aggregate for Mi crosurfacing .................................................................................................. ............................ 600-44 Aggregate for Shoulders (AS-1) ................................................................................................ ........................... 800-97 Aggregate for Subgra de Modifi cation ........................................................................................... ......................... 300-1 Aggregate S houlder ............................................................................................................ .................................. 300-11 Agricultural Limestone ........................................................................................................ ................................. 900-12 Anti-Graffiti Coatin g ......................................................................................................... ................................. 8 00-114 Area Prepared for Patc hing .................................................................................................... ............................. 700-116 Area Prepared for Patc hing (Set Price) ........................................................................................ ....................... 700-116 Area Prepared for Patc hing (Full Depth) ....................................................................................... ..................... 700-116 Area Prepared for Patching (Full Depth) (S et Price) ........................................................................... ............... 700-116 Area Prepared for Patching (Poured with Overlay) .............................................................................. .............. 700-116 Arrow Display ................................................................................................................. ..................................... 800-13 Asphalt Ce ment ................................................................................................................ .................................... 600-49 600-53 600-57 Asphalt Core (S et Price) ...................................................................................................... ................................... 600-2 600-92 Asphalt Paveme nt Patc hing ..................................................................................................... ............................. 800-86 Asphalt Pavement Smoothness ................................................................................................... .......................... 600-33 Asphalt Rejuve nating Agent .................................................................................................... ............................. 600-41 B Barricade (Type 3) (Fixed) .................................................................................................... ............................... 800-38 Bearing ....................................................................................................................... .......................................... 700-32 Bedding for Slope Protection .................................................................................................. .............................. 800-82 Bench ......................................................................................................................... ........................................... 900-27 Benchmark Monument (Concrete Cylinder) ........................................................................................ .................. 800-2 Bicycle Rack .................................................................................................................. ....................................... 900-27 Biodegradab le Log ............................................................................................................. .................................. 900-27 Blotter Sand .................................................................................................................. ........................................ 600-32 Bored, Jacked or Tunneled Pipe ................................................................................................ ........................... 800-50 Bridge Approach Slab Footing .................................................................................................. ......................... 800-132 Bridge Backwall Pr otection System ............................................................................................. ...................... 700-103 Bridge Curb Repair ............................................................................................................ ................................. 7 00-108 Bridge Deck Dr ain Exte nsion ................................................................................................... .......................... 700-122 Bridge Deck Groov ing .......................................................................................................... ................................ 700-40 700-91 Bridge Draina ge System ........................................................................................................ ............................. 700-122 Bridge Handrail ............................................................................................................... ..................................... 700-98 INDEX OF PAY ITEMS I-2 Bridge Mounted Si gn Attachment ................................................................................................ ........................ 700-99 Bridge Pa inting ............................................................................................................... ...................................... 700-65 Bridge Repair ................................................................................................................. ..................................... 700-107 Butterfly Overhead Sign Structure ............................................................................................. .......................... 700-99 C Calcium Ch loride .............................................................................................................. ...................................... 300-1 300-13 Cantilever Sign Structure ..................................................................................................... ................................. 700-99 Cased P ile .................................................................................................................... ....................................... 700-148 Cast Iron ..................................................................................................................... .......................................... 800-50 Cast St eel .................................................................................................................... .......................................... 800-50 Cast Steel P ile Poin ts ........................................................................................................ .................................... 700-15 Catch Ba sin ................................................................................................................... ........................................ 800-48 Cement ........................................................................................................................ ............................................ 300-1 300-9 Cement Treat ed Base ........................................................................................................... ................................. 300-15 Channelizer (Fixed) ........................................................................................................... ................................... 800-13 Channelizer (P edestria n) ...................................................................................................... ................................. 800-13 Channelizer (P ortable) ........................................................................................................ .................................. 800-13 Class * Ex cavation ............................................................................................................ ...................................... 200-7 Cleaning Existing Structures .................................................................................................. ............................ 8 00-110 Cleaning Existing Underdrains ................................................................................................. .......................... 800-110 Clearing and Grubbi ng ......................................................................................................... .................................. 200-1 Cold Recycled As phalt Material ................................................................................................ ........................... 600-38 Comfort St ation ............................................................................................................... ..................................... 900-27 Comfort Station (M odification) ................................................................................................ ............................ 900-27 Common Excavation ............................................................................................................. ............................... 200-12 Common Excavation (Contractor-Furnished) ...................................................................................... ................. 200-12 800-97 Common Excavation (Unstable) .................................................................................................. ......................... 200-12 Common Excavation (Unsuitable)................................................................................................. ....................... 200-12 Compaction of Earthwor k (Type *) (MR-**) ...................................................................................... ................. 200-12 Concrete ...................................................................................................................... .......................................... 700-40 Concrete (Grade **) ........................................................................................................... .................................... 200-5 Concrete Backslope Ditch Lining ............................................................................................... .......................... 800-84 Concrete Core (S et Price) .................................................................................................... .................................. 500-1 Concrete D itch Li ning ......................................................................................................... ................................. 800-84 Concrete for Seal Co urse (Set Price) .......................................................................................... ............................ 200-7 Concrete Headwall ............................................................................................................. .................................. 800-51 Concrete Maso nry Coa ting ...................................................................................................... ........................... 700-106 Concrete Park ing Bl ock ........................................................................................................ .............................. 800-130 Concrete Pavement (* Uniform) (AE) ............................................................................................ ........................ 500-1 500-23 Concrete Pavement (* Variable) (AE) ........................................................................................... ......................... 500-1 500-23 Concrete Paveme nt Smoothness .................................................................................................. ......................... 500-37 Concrete Safe ty Barri er ....................................................................................................... ................................. 800-33 Concrete Safety Barrier (Temporary - Relocate) ................................................................................ .................. 800-33 Concrete Safety Ba rrier (Temporary) ........................................................................................... ........................ 800-33 Concrete Safety Barrier Temp orary - Insta llation Only) ........................................................................ .............. 800-33 Concrete Surf ace Repa ir ....................................................................................................... ................................ 800-73 Contractor Constr uction St aking ............................................................................................... ............................. 800-2 Core Hole (Inve stigativ e) ..................................................................................................... .................................. 700-6 INDEX OF PAY ITEMS I-3 Corrugated Meta l Sheet Piling ................................................................................................. ............................... 700-2 Cover Material ................................................................................................................ ...................................... 600-49 600-53 600-57 Cross Road Pipe ............................................................................................................... .................................... 800-51 Crushed Stone for Backfill .................................................................................................... ............................. 800-101 Crushed Stone Subgrade ........................................................................................................ ............................... 300-12 Curb and Gutter, Combined .................................................................................................... ............................. 800-70 Curb and Gutters, As phaltic Concrete .......................................................................................... ........................ 800-70 Curb Repair ................................................................................................................... ....................................... 800-70 Curb, Asphaltic Conc rete....................................................................................................... ............................... 800-70 Curb, Edge .................................................................................................................... ........................................ 800-70 Curb, Header ................................................................................................................. ....................................... 800-70 Curb, Prot ection .............................................................................................................. ...................................... 800-70 Curing Environment ............................................................................................................ ................................. 400-25 Cutback Asphalt ............................................................................................................... .................................... 600-47 600-49
600-53 600-57
D Drilled Shaft ................................................................................................................ .......................................... 700-6 Drilling and Grouti ng ......................................................................................................... ................................ 800-105 Drilling and Grouting (Rep air) (Set Price) .................................................................................... ..................... 800-105 E Early Strength Concrete Paveme nt (* Uniform) (AE) ............................................................................ ............... 500-1 500-23 Early Strength Concrete Paveme nt (* Variable) (AE) ........................................................................... ................ 500-1 500-23 Elastomeric Be aring Pad ...................................................................................................... ............................... 700-32 Electric Co nduit ............................................................................................................. ...................................... 800-44 Electric Lightin g Syst em ...................................................................................................... ................................ 800-44 Electric Serv ice B ox .......................................................................................................... ................................... 800-44 Embankment .................................................................................................................... ..................................... 200-12 Embankment (Contractor-Furnished) ............................................................................................. ...................... 200-12 Emergency Vehi cle Syst em ...................................................................................................... ............................ 800-44 Emulsified Asphalt ............................................................................................................ ..................................... 600-2 600-47
600-49 600-53
600-57 Emulsified Asphalt (C SS) (Special) ........................................................................................... ......................... 600-38 Emulsified Asphalt (CSS-1H or SS-1H) Cure (Set Price) ......................................................................... ........... 600-38 Emulsified Asphalt (Emuls ion Bonding Liquid .................................................................................. ................ 600-68 Emulsified Aspha lt (Modified) ................................................................................................. ............................ 600-44 Encasement Pipe ............................................................................................................... .................................... 800-58 End Section .................................................................................................................. ........................................ 800-51 Entrance Pipe ................................................................................................................. ....................................... 800-51 Environmental Protec tion ...................................................................................................... ............................... 700-65 Epoxy Resin Cr ack Re pair....................................................................................................... ........................... 700-114 Eradication of Traveled Way ................................................................................................... ............................. 200-12 INDEX OF PAY ITEMS I-4 Expansion Devi ce (Modular) .................................................................................................... ............................ 700-33 Erect and Remove Rolled Be am Detour Bridge ................................................................................... ............. 700-152 Erosion Pipe .................................................................................................................. ........................................ 800-51 Expansion Device (F inger Plate) ............................................................................................... ........................... 700-33 Expansion Devi ce (Modular) .................................................................................................... ............................ 700-33 Expansion Joint .............................................................................................................. ..................................... 700-95 Extra Work Saw Cuts (Set Price) ............................................................................................... .......................... 800-86 F Falsework In spectio n .......................................................................................................... .................................. 700-35 Fence ......................................................................................................................... ........................................... 800-77 Fence (Removal an d Resettin g) ................................................................................................. ........................... 800-77 Fence (Removal of Existing) ................................................................................................... ............................. 800-77 Fence (Tem porary) ............................................................................................................. .................................. 800-77 Fertilizer ................................................................................................................... ........................................... 900-12 Field Office .................................................................................................................. ........................................... 800-8 Field Office and Laboratory .................................................................................................. ................................ 800-8 Filter Sock .................................................................................................................. ........................................... 900-7 Flagger (Set Price) ........................................................................................................... ..................................... 800-13 Flapgate ...................................................................................................................... .......................................... 800-62 Flexible Raised Pavement Ma rker (4" Broken (3 ft.)) ........................................................................... ............... 800-13 Flexible Raised Pavement Ma rker (4" Broken (8 ft.)) ........................................................................... ............... 800-13 Floodgat es .................................................................................................................... ......................................... 800-77 Flowable Fill ................................................................................................................. ...................................... 800-107 Flume Inlet ................................................................................................................... ......................................... 800-61 Fly As h ....................................................................................................................... ............................................ 300-1 300-8 Fly Ash (Unde rsealin g) ........................................................................................................ ................................ 800-90 Fly Ash Slu rry Grout .......................................................................................................... .................................. 800-51 Foundation St abiliza tion ...................................................................................................... ................................... 200-7 Foundation Stabilizati on (Set Price) .......................................................................................... ............................. 200-7 Furnish and Remove Beam Detour Bridge ......................................................................................... ................ 700-152 Furnishing and Plantin g Plant Ma terials ....................................................................................... ........................ 900-19 G Gabions ....................................................................................................................... .......................................... 800-85 Gate .......................................................................................................................... ............................................ 800-77 Geofoam-Fill .................................................................................................................. ...................................... 200-26 Geofoam-Vo id Fill ............................................................................................................. .................................. 200-27 Geomembrane ................................................................................................................... .................................. 8 00-115 Geosynthetic Reinfor cement (for Base) ......................................................................................... ...................... 300-23 Geotextile (Erosi on Control) .................................................................................................. ................................ 900-7 Geotextile Fabric ............................................................................................................. ..................................... 800-82 Grade 3.0 Concrete ............................................................................................................ ................................... 800-67 Granular Backf ill ............................................................................................................. ....................................... 200-7 Granular Backfill (Wingw alls) (Set Price) ..................................................................................... ........................ 200-7 Granular Base ................................................................................................................. ...................................... 300-22 Granular Draina ge Blanket ..................................................................................................... .............................. 200-31 Grate ......................................................................................................................... ............................................ 900-27 Grill ......................................................................................................................... ............................................. 900-27 Grinding Concrete Surface ..................................................................................................... .............................. 800-99 Guardrail End Terminal ........................................................................................................ ................................ 800-75 INDEX OF PAY ITEMS I-5 Guardrail Posts ............................................................................................................... ...................................... 800-75 Guardrail, Cabl e............................................................................................................... ..................................... 800-75 Guardrail, Reconstr uction of Cable ............................................................................................ .......................... 800-75 Guardrail, Reconstruc tion of Steel Plate ...................................................................................... ......................... 800-75 Guardrail, Removal and Re construction of Cable ................................................................................ ................ 800-75 Guardrail, Removal and Rec onstruction of Steel Pl ate .......................................................................... ............... 800-75 Guardrail, Removal of Cable ................................................................................................... ............................. 800-75 Guardrail, Removal of Steel Plate ............................................................................................. ........................... 800-75 Guardrail, Removal of Timber .................................................................................................. ........................... 800-75 Guardrail, St eel Pl ate ........................................................................................................ .................................... 800-75 Guardrail, Steel Pl ate (Temporary) ............................................................................................ ........................... 800-75 Guideposts .................................................................................................................... ........................................ 800-75 Guideposts, Removal and Resetting of .......................................................................................... ....................... 800-75 Guideposts, Re moval of ........................................................................................................ ............................... 800-75 Guideposts, Re setting of ...................................................................................................... ................................. 800-75 Gutters ....................................................................................................................... ........................................... 800-70 Gutters, Asphaltic Concrete ................................................................................................... ............................... 800-70 H Handra il ...................................................................................................................... .......................................... 700-98 High Mast Li ght Tower ......................................................................................................... ............................. 700-136 Heat Straight ening Re pair...................................................................................................... ............................. 700-149 HMA Base ...................................................................................................................... ........................................ 600-2 HMA Overlay ................................................................................................................... ...................................... 600-2 HMA Pavement .................................................................................................................. .................................... 600-2 HMA Pavement Shoulder ......................................................................................................... .............................. 600-2 HMA Surface ................................................................................................................... ....................................... 600-2 HMA Surface (Ultrathin Bonded) ................................................................................................ ........................ 600-68 HMA–Commercial Gr ade (Class *) ................................................................................................ ..................... 600-62 HMA–Commercial Grade (C lass *) (Patching) ..................................................................................... ............... 600-62 HMA–RCI (PG 70-28 RCI)......................................................................................................... ......................... 600-80 I Impact Atte nuator ............................................................................................................. .................................... 800-36 Impact Attenuator (Temporary) ................................................................................................. ........................... 800-36 Inertial Barrier System ....................................................................................................... ................................... 800-35 Injection Holes ............................................................................................................... ....................................... 800-90 Inlet ......................................................................................................................... .............................................. 800-48 Intelligent Transporta tion System (ITS) ....................................................................................... ...................... 800-133 J Jacking of Existing Structure ................................................................................................. ............................. 700-107 Junction Box .................................................................................................................. ....................................... 800-48 L Landscape Reta ining Wa ll ...................................................................................................... ............................ 8 00-104 Light Type Surfaci ng .......................................................................................................... ................................ 800-104 Lime .......................................................................................................................... .............................................. 300-4 INDEX OF PAY ITEMS I-6 Lime (Hydrated ) (Slurry) ...................................................................................................... ................................ 600-38 Linear Grading ................................................................................................................ ...................................... 200-23 Liner Pipe .................................................................................................................... ......................................... 800-43 Loop Detector Replacem ent ..................................................................................................... ............................ 800-44 Loop Detector Replacem ent (Set Price) ......................................................................................... ...................... 800-44 M Machine Prep aratio n ........................................................................................................... ................................ 700-121 Mailbox Installati on (Set Price) .............................................................................................. ............................ 8 00-113 Maintenance and Restoratio n of Haul Roads (Set) ............................................................................... ................ 800-11 Manhole ....................................................................................................................... ......................................... 800-48 Manipulation (C hip Seals) ..................................................................................................... ............................... 600-49 Manipulation (D .A.S.T.) ....................................................................................................... ................................ 600-57 Manipulation (Lime Tr eated Subgrade) .......................................................................................... ....................... 300-4 Manipulation (S .A.S.T.) ....................................................................................................... ................................ 600-53 Manipulation for Aggregate fo r Subgrade M odification .......................................................................... .............. 300-1 Manipulation for In-Place Mate rial Subgrade Modifica tion ...................................................................... ............. 300-1 Manipulation for Tr eated Subgrade ............................................................................................. ........................... 300-9 Material for HMA Patc hing (Set Price) ......................................................................................... ......................... 600-2 Material for Portland Cement C oncrete Overlay (Set Price) ..................................................................... ........... 700-91 Material for Slurry Polymer C oncrete Overlay (Set Price) ...................................................................... ........... 700-138 Milllin g ...................................................................................................................... ........................................... 600-67 Mineral Filler ................................................................................................................ ........................................ 600-44 Mobiliza tion .................................................................................................................. ......................................... 800-1 Mobilizati on (DBE) ............................................................................................................ .................................... 800-1 Mobilization (Emergency Erosio n Control) (Set Price) .......................................................................... ............... 900-1 Monument Box .................................................................................................................. ..................................... 800-2 Mowi ng ........................................................................................................................ ........................................ 900-23 MSE F ill ...................................................................................................................... ......................................... 200-29 Mulching (Hydro) .............................................................................................................. ................................... 900-15 Mulching (Hydro BFM) .......................................................................................................... ............................. 900-15 Mulching (Permanent ) (Set Price) .............................................................................................. .......................... 900-15 Mulching (T emporary) .......................................................................................................... ................................. 900-7 900-15 Mulching Tack ing Slurry ....................................................................................................... ............................... 900-15 Multi-Layer Polymer C oncrete Overlay .......................................................................................... ................... 700-109 O Outlet ........................................................................................................................ ............................................ 800-48 Overhaul ...................................................................................................................... ......................................... 200-22 Overhead Sign Structure ....................................................................................................... ................................ 700-99 Overhead Sign Structur e (Mast Arm Type) ....................................................................................... ................... 700-99 Overhead Sign Structure (Single Tapered Tube) ................................................................................. ................. 700-99 P Pavement Edge Wedge (Earth) ................................................................................................... .......................... 800-97 Pavement Edge Wedge (Rock) .................................................................................................... ......................... 800-97 Pavement Marki ng .............................................................................................................. .................................. 800-24 Pavement Markin g (Paint) ..................................................................................................... .............................. 800-30 Pavement Marking (Temporary) 4" Broken (3 ft.) (*) ........................................................................... ............. 800-13 INDEX OF PAY ITEMS I-7 Pavement Marking (Temporary) 4" Broken (8 ft.) (*) ............................................................................ ............. 800-13 Pavement Marking (Temporary) 4" Dotted Ex tension (*) .......................................................................... ......... 800-13 Pavement Marking (Temporary) 4" Solid (*) ..................................................................................... .................. 800-13 Pavement Marking (Temporary) Broken (Line Ma sking Tape) ....................................................................... .... 800-13 Pavement Marking (Temporary) Solid (Line Masking Tape) ........................................................................ ...... 800-13 Pavement Marking (Tem porary) Symbol (*) ....................................................................................... ................ 800-13 Pavement Mark ing Rem oval ...................................................................................................... .......................... 800-32 Pavement Marking Removal (P lowable Raised Marker) ............................................................................. ........ 800-32 Pavement Marking Sym bol (Paint) (White) ....................................................................................... .................. 800-30 Pavement Marking Symbol (White) ............................................................................................... ...................... 800-24 Pavement Waterpr oofing Membrane ............................................................................................... ................... 800-117 Paving Brick .................................................................................................................. ..................................... 800-129 Paving Fa bric ................................................................................................................. ..................................... 800-118 PCCP Edge Jo int Patc hing ...................................................................................................... ............................. 800-86 PCCP Joint and Crack Patching ................................................................................................. .......................... 800-86 PCCP Patching (Full Depth) .................................................................................................... ............................. 800-86 Peat Moss...................................................................................................................... ........................................ 900-12 Permanent Casing (Set Price) .................................................................................................. ............................... 700-6 Piles ......................................................................................................................... ............................................. 700-15 Pipe (Bored, Jacked or Tunneled) .............................................................................................. .......................... 800-59 Pipe Base drains ............................................................................................................... ................................... 8 00-136 Pipe Underdrains .............................................................................................................. .................................... 800-63 Planter Unit .................................................................................................................. ......................................... 900-27 Plugging Wells ................................................................................................................ ................................... 8 00-131 Polymer Concrete Overlay Re pair ............................................................................................... ....................... 700-143 Portable Changeab le Messag e Sign .............................................................................................. ........................ 800-13 Portland Cement Co ncrete Overlay .............................................................................................. ........................ 700-91 Posts (C orner) ................................................................................................................ ....................................... 800-77 Posts (End) ................................................................................................................... ......................................... 800-77 Posts (Pull) .................................................................................................................. .......................................... 800-77 Post-Tensioning for Slab Bridge ............................................................................................... ........................... 700-84 Power Wash .................................................................................................................... ...................................... 700-65 Precast Arch Culvert ......................................................................................................... ................................... 800-57 Precast Rigid Fram e Culvert .................................................................................................. .............................. 800-57 Pre-Drilled P ile Ho les ........................................................................................................ ................................... 700-15 Prefabricated Inte rception Device ............................................................................................ ........................... 800-66 Prefabricated Ver tical Dr ain ................................................................................................. ............................... 200-28 Prestressed Conc rete Beams ................................................................................................... ............................. 700-76 Prestressed Conc rete Panels ................................................................................................... .............................. 700-76 Q Quality Control Testing (CTB) ................................................................................................. ............................ 300-15 Quality Control Testing (HMA) ................................................................................................. ............................ 600-2 600-68 600-80 Quality Control Te sting (PCCP) ................................................................................................ ............................. 500-1 R Raise Expansio n Device ........................................................................................................ ............................. 700-107 Reinforced Concrete Box (Pr ecast) ............................................................................................. ....................... 700-125 Reinforcin g Steel ............................................................................................................. ..................................... 700-50 800-67 INDEX OF PAY ITEMS I-8 Reinforcing Steel (Rep air) (Set Price) ........................................................................................ .......................... 700-50 Removal of and Reconstruction of Existing Structures .......................................................................... ................ 200-3 Removal of Aspha lt Materi al ................................................................................................... ........................... 800-101 Removal of Existi ng Structures ................................................................................................ .............................. 200-3 Remove and Reset Expansion Device ............................................................................................. ................... 700-107 Remove and Reset Si gn Structure .............................................................................................. ......................... 700-99 Replacement Modules ........................................................................................................... ............................... 800-35 800-36 Reset Existin g Bearing ........................................................................................................ ............................... 700-107 Reset Sign St ructure ......................................................................................................... ................................... 700-99 Resetting End Sectio n ......................................................................................................... .................................... 200-6 Resetting Pipe Culvert ........................................................................................................ .................................... 200-6 Retaini ng Wall ................................................................................................................ .................................... 800-119 Right-of-Way Surv ey Monum ent .................................................................................................. ......................... 800-2 Rigid Raised Paveme nt Marker (*) .............................................................................................. ........................ 800-13 Riprap ........................................................................................................................ ........................................... 800-81 Rock Exca vation ............................................................................................................... .................................... 200-12 Rock Excavation (N on-Durable Shale) ........................................................................................... ..................... 200-12 Rubblized Co ncrete ............................................................................................................ .............................. 800-1001 Rumble Strips (Mille d) ........................................................................................................ ................................. 800-43 Rumble Strips (Mille d) (Centerline) ........................................................................................... .......................... 800-43 Rumble Strips (Mille d) (Edgeline) ............................................................................................. .......................... 800-43 S Salvaged Topsoil .............................................................................................................. .................................... 200-25 Sanitary Sewer ................................................................................................................ ...................................... 800-51 Sanitary Sewe r System ......................................................................................................... ................................ 800-51 Saw and Seal Joint (HMA) ...................................................................................................... ............................. 600-92 Sealing Asphalt Crack s (> ½" <2") ............................................................................................. ......................... 800-92 Sealing Asphalt Cracks (> ⅛" ≤ ½") ..................................................................................................................... 800- 92 Sealing Longitudinal As phalt Shoulde r Joint ................................................................................... .................... 800-92 Sealing PCCP Cracks (> ⅛" <2") ........................................................................................................................ .. 800-92 Sealing PCCP Joints (Longitudinal) ............................................................................................ ......................... 800-92 Sealing PCCP Joints (Transverse) .............................................................................................. .......................... 800-92 Sealing Spalled PCCP Joints & Cracks (>2" ≤3") ................................................................................................ 800-92 Sealing Spalled PCCP Joints & Cracks, Type A or B (>2" ≤3") .......................................................................... 800-92 Sediment Removal (Set Price) .................................................................................................. .............................. 900-7 Seed .......................................................................................................................... ............................................ 900-13 Seed (Hydro) .................................................................................................................. ...................................... 900-13 Seedi ng ....................................................................................................................... .......................................... 900-13 Select Soil ................................................................................................................... .......................................... 200-21 Select Soil (Contr actor-Furnished) ............................................................................................ ........................... 200-21 Separation Ge otextile ......................................................................................................... ................................ 800-116 Shot-crete .................................................................................................................... .......................................... 800-64 Shoulders (Aggregate) (HMA Widening) .......................................................................................... .................. 800-97 Shoulders (Earth) (HMA Widening) .............................................................................................. ...................... 800-97 Sidewalk Construction ........................................................................................................ ................................. 800-67 Sidewalk Ramp ................................................................................................................. .................................... 800-67 Sidewalk Ramp (Det ectable Warning) ............................................................................................ ..................... 800-67 Sign (High Pe rformance) ....................................................................................................... ............................... 800-38 Sign (Remove and Rese t) ....................................................................................................... .............................. 800-38 Sign Post (3 I 2.25 Aluminum) ................................................................................................. ............................ 800-38 Sign Post (4" x 6" Structural Steel) ......................................................................................... ............................ 800-38 Sign Post (4" x 6" W ood) ..................................................................................................... ............................... 800-38 INDEX OF PAY ITEMS I-9 Sign Post (Perforated Square Steel Tube) ...................................................................................... ....................... 800-38 Sign Post (S teel Beam) ........................................................................................................ ................................. 800-38 Sign Post (U Steel) ........................................................................................................... .................................... 800-38 Sign Post Breaka way Base Plate ................................................................................................ .......................... 800-38 Sign Post Footi ng (Concrete) .................................................................................................. .............................. 800-38 Sign Post Footing (Perfora ted Square St eel Tube) .............................................................................. ................. 800-38 Sign Post Footing (Sign Post Square Coupler) .................................................................................. ................... 800-38 Sign Post Stub and Br eakaway Base Plate ....................................................................................... .................... 800-38 Sign Structure Modifica tion ................................................................................................... .............................. 700-99 Signing Delineator (Bracket) .................................................................................................. .............................. 800-38 Signing Delineator (Fle xible) (Anchor) ........................................................................................ ........................ 800-38 Signing Delineator (R igid, "U" Post) .......................................................................................... ......................... 800-38 Signing Object Marker ......................................................................................................... ................................ 800-38 Silt Fe nce .................................................................................................................... ............................................ 900-7 Single-Layer Polymer Concrete Overlay ......................................................................................... ................... 700-143 Slope Drain ................................................................................................................... ........................................ 800-61 Slope Drain (Special) ......................................................................................................... ................................... 800-61 Slope Prot ection .............................................................................................................. ...................................... 800-82 Slope Protectio n (Gabion) ..................................................................................................... ............................... 800-82 Slope Protectio n (Special) .................................................................................................... ................................ 800-82 Slotted Drain ................................................................................................................. ........................................ 800-66 Slurry Grout ................................................................................................................. ...................................... 800-108 Slurry Polymer Co ncrete Overlay ............................................................................................... ....................... 700-138 Sod ........................................................................................................................... ............................................. 900-18 Soil Erosio n Mix .............................................................................................................. ....................................... 900-7 Sonic Test (Drilled Sh aft) (Set Price) ........................................................................................ ............................. 700-6 Special Fill .................................................................................................................. .......................................... 200-24 Stone Masonry fo r Tree Wells .................................................................................................. ............................ 900-25 Storm Sewer ................................................................................................................... ...................................... 800-51 Stormwater Compliance Di sincentive A ssessment ................................................................................. ............... 900-1 Structural Pl ate Arch ......................................................................................................... ................................. 7 00-124 Structural Pl ate Pipe ......................................................................................................... .................................. 7 00-124 Structural Plat e Pipe Arch .................................................................................................... .............................. 700-124 Structural Steel .............................................................................................................. ....................................... 700-54 Structural Steel .............................................................................................................. ....................................... 800-50 Structural Steel (M erchant Qu ality) ........................................................................................... ........................... 700-54 Substructure Waterp roofing Membrane ........................................................................................... .................. 700-102 Surface Recy cling ............................................................................................................. .................................... 600-41 Surfacing Ma terial ............................................................................................................ .................................... 800-96 SWPPP De sign .................................................................................................................. ..................................... 900-1 SWPPP Insp ectio n .............................................................................................................. .................................... 900-1 Synthetic Sedime nt Barrier .................................................................................................... ................................. 900-7 T Table ......................................................................................................................... ............................................ 900-27 Table Shade ................................................................................................................... ....................................... 900-27 Tack (Pavin g Fabric) .......................................................................................................... ................................ 800-118 Temporary Berm ................................................................................................................ .................................... 900-7 Temporary Ditch Check (Rock) .................................................................................................. ........................... 900-7 Temporary Fe rtilizer ......................................................................................................... ..................................... 900-7 Temporary Inlet Se diment Barrier .............................................................................................. ............................ 900-7 Temporary Sedi ment Basin ...................................................................................................... .............................. 900-7 Temporary Seed ............................................................................................................... ...................................... 900-7 Temporary Seedi ng ............................................................................................................. .................................... 900-7 INDEX OF PAY ITEMS I-10 Temporary Shoring ............................................................................................................. .................................... 700-1 Temporary Sl ope Dr ain ......................................................................................................... ................................. 900-7 Temporary Stre am Crossing ..................................................................................................... .............................. 900-7 Temporary Surfacing Material (Aggregate) (Set Price) .......................................................................... ........... 800-103 Temporary Surfacing Materi al (HMA) (Set Price) ................................................................................ ............. 800-103 Test P iles .................................................................................................................... .......................................... 700-15 Test Piles (Special) .......................................................................................................... ..................................... 700-15 Topsoil ....................................................................................................................... ........................................... 900-17 Traffic Control (I nitial Se tup) ............................................................................................... ................................ 800-13 Traffic Contro l-Lump Sum ...................................................................................................... ............................. 800-13 Traffic Si gnal ................................................................................................................ ........................................ 800-44 Traffic Signal Insta llation (Tem porary) ....................................................................................... ......................... 800-13 Traffic Signal Interconnect ................................................................................................... ................................ 800-44 Transplanting Ex isting Pl ants ................................................................................................. .............................. 900-19 Transporting Salvag eable Mate rial ............................................................................................. ........................ 800-112 U Unclassified Excava tion ....................................................................................................... ................................ 200-12 W Waste Rece ptacle .............................................................................................................. .................................... 900-27 Water (Aggregate Ba se) (Set Price) ............................................................................................ .......................... 300-13 Water (Aggregate Shoul ders) (Set Price) ....................................................................................... ...................... 300-13 Water (Crushed Stone Su bgrade) (Set Price) .................................................................................... .................... 300-12 Water (Erosion Contro l) (Set Price) ........................................................................................... ............................ 900-7 Water (Flexible Paveme nt) (Set Price) ......................................................................................... ........................ 600-49 600-53 600-57 Water (Grading) (Set Price) ................................................................................................... ................................. 200-7 200-12 200-23 Water (Granular Base) (Set Price) ............................................................................................. ........................... 300-22 Water (Lime Treated Subg rade) (Set Price) ..................................................................................... ...................... 300-4 Water (Subgrade Modifica tion) (Set Price) ..................................................................................... ....................... 300-1 Water (Treated Subgra de) (Set Price) .......................................................................................... ........................... 300-9 Water for Earthwork Comp action (Set Price) .................................................................................... ................... 800-97 Water Pollution C ontrol Manager ............................................................................................... ........................... 900-1 Water Sy stem .................................................................................................................. ...................................... 900-28 Welded Stud Shear Connectors .................................................................................................. .......................... 700-54 Work Zone Barricades (Pedestrian) ............................................................................................. ......................... 800-13 Work Zone Barricades (Type 3, 4 to 12 Lin. Ft.) .............................................................................. .................. 800-13 Work Zone Sign (Special) ...................................................................................................... .............................. 800-13 Work Zone Signs (0 to 9.25 Sq. Ft.) ........................................................................................... .......................... 800-13 Work Zone Signs (16.26 Sq. Ft. and over) ...................................................................................... ..................... 800-13 Work Zone Signs (9.26 to 16.25 Sq. Ft.) ....................................................................................... ....................... 800-13 Work Zone Warning Light (Red Type "B" High Intensity) ......................................................................... ........ 800-13 Work Zone Warning Light (Type "A" Low Intensity) .............................................................................. ........... 800-13 SUBJECT INDEX I-11 A ABBREVIAT IONS ................................................................................................................. ............................... 100-1 ABUTMENT DRAI NAGE SYSTEMS ..................................................................................................... ........ 700-104 ABUTMENT STRIP DRAIN .......................................................................................................... ................... 1700-11 ACCEPTANCE, NOTICE OF ......................................................................................................... .................... 100-48 ADJUSTMENT OF INLETS, MANHOLES AND OT HER EXISTING STRU CTURES .................................. 800-50 ADMIXTURES FOR CONCRETE, AIR-ENTRAINING ................................................................................................................ ...................... 1400-1 CHEMICAL ADMIXTURES ........................................................................................................... ............ 1400-2 ADVERTISEMENT, CONSTR UCTION BU LLETIN ........................................................................................ 1 00-10 AGGREGATE BASE AND AGGR EGATE SHOULD ERS ............................................................................... 300-13 AGGREGATE FOR MICROSURF ACING (Mater ials) .................................................................................... 1 100-27 AGGREGATES FOR AGGREGATE BASE CONS TRUCTION (Mater ials) .................................................. 1100-16 AGGREGATES FOR BACK FILL (Materials) ........................................................................................... ....... 1100-21 CRUSHED STONE ................................................................................................................. ................... 1100-24 MSE WALLS ..................................................................................................................... ......................... 1100-22 MSE WALLS: MODULAR BLOCK WITH SO IL REINFORCING GEOGRID ...................................... 1100-23 STRUCTURES OR PIPE ............................................................................................................ ................ 1100-21 UNDERDRAIN, PERMEABLE OR GR ANULAR BACKFILL ............................................................... 1100-23 AGGREGATES FOR CEMENT TREATE D BASES (Materia ls) .................................................................... 1 100-17 AGGREGATES FOR CONCRETE NOT PLACED ON GRADE (Mater ials) ................................................... 1100-4 AGGREGATES FOR CONCRETE ON GRADE (Materia ls) ........................................................................... 1100-4 1 AGGREGATES FOR COVER MA TERIAL (Mater ials) .................................................................................. 11 00-25 AGGREGATES FOR GRANULAR BASE (Materials) .................................................................................... 1 100-19 AGGREGATES FOR HOT MIX ASPHAL T (HMA) (Materia ls) ..................................................................... 1 100-11 AGGREGATES FOR SHOULDER CONSTR UCTION (Materia ls) ................................................................ 1100-34 AGGREGATES FOR SUBGRADE MODIFICATION OR RECONSTRUCTION (M aterials) ...................... 1100-28 AGGREGATES FOR SURFACING OR RE SURFACING (Mater ials) ............................................................ 1100-30 AGGREGATES FOR SURFACING OR SUBGRADE MODIFICATION FOR COUNTY SECONDARY ROADS (Mat erials) ............................................................................................................. ................. 1100-32 AGGREGATES, GENERAL REQUIREMEN TS FOR (Materia ls) .................................................................... 1100-1 AGRICULTURAL LIMESTONE, AND PEAT MOSS FERTIL IZER ............................................................... 900-12 AGRICULTURAL LIMESTONE (Materials) ............................................................................................ ....... 2100-12 AIR-ENTRAINING ADMIXTUR ES FOR CONCRETE .................................................................................... 140 0-1 ALTERNATE BIDS, COMBINATION BIDS , TIES, RIDERS AND ................................................................ 100-13 ALUMINUM ALLOYS ............................................................................................................... ...................... 1600-41 ALUMINUM HANDRAIL FOR BRIDGE S AND OTHER USES ..................................................................... 700-98 ALUMINUM SIGNING MATERIALS .................................................................................................... ......... 1600-43 ANCHOR BOLTS FOR STRUCTURAL USES .............................................................................................. . 1600-25 ANTI-GRAFFITI COATING ......................................................................................................... ................... 800-114 ANTI-GRAFFITI COATING (Materials) ............................................................................................. ............. 1700-43 APPROVED MATERIAL SIGNS ....................................................................................................... ................ 100-56 AREA PREPARED FOR PATC HING (EXISTING CONCRETE BRIDGE DECKS) .................................... 7 00-116 ASBESTOS REMOVAL .............................................................................................................. ......................... 200-4 ASPHALT APPLICATION TEMPERATURES .............................................................................................. ..... 600-1 ASPHALT CONSTRUCTION, COLD RECYCLED (CIR) (See COLD RECYCLED ASPHALT CONSTRUCTION (CIR)) ........................................................................................................... .......... 600-38 ASPHALT CONSTRUCTION, HOT MIX ASPHA LT (HMA) (See HOT MIX ASPHALT (HMA) CONSTRUCTION (QC/QA)) ......................................................................................................... ......... 600-2 ASPHALT CONSTRUCTION, SURFACE RECYC LED (See SURFACE RECYCLED ASPHALT CONSTRUCTION) ................................................................................................................. ............... 600-41 ASPHALT COATED CORRUGATED METAL PIPE, PIPE ARCHES, COUPLING BANDS AND STRUCTURAL PLATE .............................................................................................................. ........ 1900-11 ASPHALT MATERIALS, GENERAL REQUIREM ENTS FOR DIVISION 1200 ............................................ 1200-1 ASPHALT PAVEMENT SMOOTHNESS ................................................................................................... ....... 600-33 SUBJECT INDEX I-12 EQUIPMENT ..................................................................................................................... .................................. 600-34 PROFILOGRAPH EVALUATION AND CORRECTIVE ACTIONS ............................................................. 600-34 PROFILOGRAPH OPERATION ........................................................................................................ ................ 600-34 PROFILOGRAPH TESTING .......................................................................................................... .................... 600-33 ASPHALT PRIM E COAT ............................................................................................................ ....................... 600-47 ASPHALT REJUVENATING AGENT (Materials) ........................................................................................ .. 1200-10 ASPHALT SURFACE TR EATMENT, DOUBLE ............................................................................................. . 600-57 ASPHALT SURFACE TREA TMENT, SINGLE ............................................................................................. ... 600-53 ASSIGNMENT OF CONTRACT ........................................................................................................ ................ 100-23 AWARD AND EXECUTION OF CONTRACT ............................................................................................... .. 100-21 AWARD OF CONTRACT.............................................................................................................. ..................... 100-21 B BACKFILL, AGGREGATES FOR (Mat erials) .......................................................................................... ....... 1100-21 BACKFILL FOR STRUCTUR ES, EXCAVAT ION AND .................................................................................... 20 0-7 BASE AGGREGATE AND AGGREGAT E SHOULDER S ................................................................................... 300-13 CEMENT TR EATED ................................................................................................................ ................... 300-15 GRANULAR ...................................................................................................................... ........................... 300-22 BASE, AGGREGATES FOR (Materials) AGGREGATE BASE CONSTRUCTION .................................................................................................. 1100-16 CEMENT TR EATED ................................................................................................................ ................. 1100-17 GRANULAR ..................................................................................................................... ......................... 1100-19 BASEDRAINS .................................................................................................................... ............................... 800-136 BEARINGS AND PADS FOR STRUCTURES .............................................................................................. .... 700-32 BEARINGS AND PADS FOR ST RUCTURES (Mat erials) ................................................................................ 1 700-1 BID BONDS ..................................................................................................................... .................................... 100-16 BIDDING REQUIREMENTS AND CONDI TION S ........................................................................................... .. 100-9 BLENDED SUPPLEMENTARY CEMENTITIOUS MATER IALS FOR USE IN CONCRETE .................... 2000-12 BIODEGRADABLE LOGS ............................................................................................................ ................... 2100-22 BOND-BREAKER FOR PORTLAND CEMENT CONC RETE PAVEMENT DOWE L BARS ..................... 1700-27 BONDS BID BONDS...................................................................................................................... ............................ 100-16 CONTRACT BOND REQUIREMENTS .................................................................................................... .. 100-22 BORED, JACKED OR TUNNELED PIPE ................................................................................................ ......... 800-59 BREACH OF CONTRACT, CONTRACTOR’S .................................................................................................................. ...................... 100-73 OWNER’S ....................................................................................................................... .............................. 100-74 BRIDGE APPROACH SLAB FOOTING .................................................................................................. ....... 800-132 BRIDGE BACKWALL PROTECTION SYSTEM ........................................................................................... 7 00-103 BRIDGE BACKWALL PROTECTION SY STEM (Materia ls) ......................................................................... 1700-14 BRIDGE CURB REPAIR ............................................................................................................ ...................... 700-103 BRIDGE DECK DRAINS ............................................................................................................ ...................... 700-122 BRIDGE DECK, REMOVAL OF EXISTING .............................................................................................. ........ 200-3 BRIDGE DRAINAGE SYSTEM ........................................................................................................ ............... 700-122 BRIDGE DRAIN SYSTEM S, STEEL FOR ............................................................................................... ....... 1600-20 BRIDGE JOINT SYSTEM - PREFORMED PRESSURIZED ELASTOMERIC NEOPRENE (Materials) ..... 1500-18 BRIDGE OVERLAY MULTI-LAYER POLYME R CONCRETE ................................................................................................ 7 00-109 PORTLAND CEMENT CONCRETE ...................................................................................................... .... 700-91 SLLURRY POLYME R CON CRETE ...................................................................................................... ... 700-138 BRIDGES AND OTHER USES, HANDRAIL FOR .......................................................................................... . 700-98 BURLAP ........................................................................................................................ ...................................... 1400-6 SUBJECT INDEX I-13 C CALCIUM CHLORIDE (Materials) .................................................................................................. .................. 1700-4 CALCIUM SULFONATE ALKYD SY STEM (Mater ials) ............................................................................... 1800 -12 CALENDAR DAY AND CALENDAR CO MPLETION DATE CONT RACTS ................................................ 100-69 CANCELLATION OF AWARD ......................................................................................................... ................ 100-22 CANCELLING A CONTRA CT, DEFERRING OR ........................................................................................... . 100-74 CASED PILING .................................................................................................................. ............................... 700-148 CAST BRONZE PRODUCTS .......................................................................................................... ................. 1600-40 CAST IRON AND DUCTILE IRON PIPE ............................................................................................... ........... 1900-7 CAST STEEL PRODUCTS ........................................................................................................... .................... 1600-24 CATCH BASINS, INLETS, OUTLETS, MANHOLES, JUNCTION BOXES AND OTHER EXISTING STRUCTURES .................................................................................................................... .................. 800-48 CEMENT, PORTLAND AND BLENDED HYDRAU LIC CEMENT (Mater ials) ............................................. 2000-1 CEMENT OR FLY ASH TREATED SUBGRADE ............................................................................................ .. 300-9 CEMENT TREA TED BASE ........................................................................................................... .................... 300-15 CEMENTITIOUS GROU T (Materials) ................................................................................................ ............. 1700-23 CENTER MOUNT REFLEC TORS (Materials) ........................................................................................... ....... 2200-6 CERTIFICATIONS, MATERIAL ...................................................................................................... ................. 2600-1 CERTIFIED C ONCRETE ............................................................................................................ .......................... 400-8 CHARACTER OF WORKERS; METHODS, OPERATIONS, AND EQ UIPMENT ......................................... 100-42 CHEMICAL ADMIXTURE S FOR CONCRETE .............................................................................................. .. 1400-2 CHIP SEALS .................................................................................................................... .................................... 600-49 CLAIMS COOPERATION AND CLAIMS BE TWEEN CONTRACT ORS ............................................................... 100-44 LIABILITY FOR BODILY INJURY AND PROPERTY DAMAGE CLAIMS; INSURANCE REQUIREMENTS .................................................................................................................. ............... 100-60 LIABILITY FOR RAILROAD CLAIMS; RAILRO AD INSURANCE REQU IREMENTS ....................... 100-62 PROCEDURE ..................................................................................................................... .......................... 100-45 CLASSIFICATION OF EXCAVATI ON FOR HIGHWAYS ............................................................................. 200-12 CLASSIFICATION OF EXCAVATI ON FOR STRUCT URES ............................................................................ 200-7 CLASSIFICATIONS OF WORK (PREQUA LIFYING CONTRACT ORS) ......................................................... 100-9 CLEANING EXISTING STRUCTURES AND UND ERDRAINS ................................................................... 8 00-110 CLEANUP, PUNCH LIST AND FINAL ................................................................................................. ............ 100-35 CLEANUP TIME .................................................................................................................. ............................... 100-67 CLEARING AND GRUBBING ......................................................................................................... .................... 200-1 COFFERDAMS .................................................................................................................... ................................. 200-8 COLD APPLIED CHEMICALLY CURED JO INT SEALANT (Mater ials) ....................................................... 1500-3 COLD PLASTIC PAVEMENT MA RKING MATERIA L ................................................................................ 2200-10 COLD RECYCLED ASPHALT CO NSTRUCTION (CIR) ................................................................................ 600-3 8 COMBINATION BIDS, TIES, RIDERS AND ALTERNATE BIDS ................................................................. 100-13 COMFORT STATION (PARK STRUCTURES) ............................................................................................. ... 900-27 COMMERCIAL GRAD E CONCRETE ..................................................................................................... ........... 400-7 COMMON EXCAVATION ............................................................................................................. .................... 200-12 COMMON EXCAVATION (CONTR ACTOR-FURNIS HED)........................................................................... 200-13 COMMON EXCAVATION (UNSTABLE) .................................................................................................. ...... 200-13 COMMON EXCAVATION (UNSUITABLE) ................................................................................................ .... 200-13 COMPACTION REQUIREMENTS SOIL .......................................................................................................................... .................................... 200-15 HMA ........................................................................................................................... ................................... 600-13 COMPLETING WORK EARLY-INCENTIVE AWARD ................................................................................... 100-7 0 COMPOST, SOIL ................................................................................................................. ............................... 900-24 CONCRETE AIR-ENTRAINED ON GRADE CONCRETE ............................................................................................. 4 00-19 CERTIFIED CONCRETE ............................................................................................................ ................... 400-8 COMMERCIAL GRAD E CONCRETE ..................................................................................................... .... 400-7 SUBJECT INDEX I-14 CONCRETE MIX DESIGN ........................................................................................................... ................. 400-1 400-14 400-17 400-22 GENERAL NON-MANDATORY INFORMATION ................................................................................... 400-11 GENERAL ON GRADE NON-MANDA TORY INFORMAT ION ............................................................. 400-21 GENERAL STRUCTURES NON-MAND ATORY INFORMATION ........................................................ 400-16 HIGH EARLY STRENGTH CONCRETE .................................................................................................. ... 400-4 INSPECTION AND TESTING ........................................................................................................ ............. 400-10 MIXING, DELIVERY AND PLAC EMENT LIMITATI ONS ....................................................................... 400-8 MORTAR AND GROUT .............................................................................................................. .................. 400-7 ON GRADE ...................................................................................................................... ............................ 400-17 PRESTRESSED MEMBER S ........................................................................................................... ............. 400-22 REQUIREMENTS FOR COMBIN ED MATERIALS .................................................................................... 400-5 SILICA FUME MODIFIED CONCRETE ................................................................................................. ... 400-16 STRATEGIES TO IMPROVE AIR VOID SPACING FACTOR................................................................. 400-21 STRUCTURAL CONCR ETE ........................................................................................................... ............ 400-14 SUGGESTED GUIDELINES FOR MEETI NG PERMEABILI TY ............................................................. 400-12 CONCRETE MASONRY COATING ...................................................................................................... ........... 700-99 CONCRETE MASONRY C OATING (Materials) .......................................................................................... ... 1700-24 CONCRETE MASONRY UN ITS (Materials) ............................................................................................ ......... 1300-2 CONCRETE PAVEMENT (NON-QC/QA ), PORTLAND CE MENT ................................................................ 500-23 CONCRETE PAVEMENT (QC/QA), PORTLAND CE MENT ............................................................................ 500-1 CONCRETE PAVEMENT SMOOTHNESS, PORTLAND CE MENT .............................................................. 500-37 CONCRETE SAFE TY BARRIER ....................................................................................................... ................ 800-33 CONCRETE SEAL COURSE .......................................................................................................... ..................... 200-9 CONCRETE SIDEWALK, STEPS AND RAMPS ............................................................................................ .. 800-67 CONCRETE STRUCTUR E CONSTRUCTION ............................................................................................... .. 700-40 BRIDGE NUMBER MARKING ......................................................................................................... ......... 700-49 CONCRETE LOAD LIMITATIONS ..................................................................................................... ...... 700-46 CONSTRUCTION JOINTS, EXPANSION JOINTS AND END OF WEARING SURFACE (EWS) TREATMENT ..................................................................................................................... ................... 700-42 CURING AND PROTECTION ......................................................................................................... ........... 700-44 FALSEWORK AND FORMS............................................................................................................ ........... 700-35 FINISHING ..................................................................................................................... .............................. 700-43 HANDLING AND PLACING CONCRETE ................................................................................................ 700-40 REMOVAL OF FORMS AND FALSEWORK ............................................................................................ 700 -47 CONCRETESURFAC E REPAIR ........................................................................................................ ................ 800-73 CONFORMING WITH PLANS AND SPECIFICATIONS; UNACCEPTABLE WORK; UNAUTHORIZED WORK .......................................................................................................................... .......................... 100-39 CONSTRUCTION STAKES, LINES AND GRADES ........................................................................................ 100-47 CONTRACT BOND REQUIREMENTS .................................................................................................... ......... 100-22 CONTRACT ITEM (MAJOR) SIGNIFIC ANT QUANTITIES CHANGES ....................................................... 100-24 CONTRACT ITEM (MINOR) QUANTITIES CHANGES ................................................................................. 100- 24 CONTRACT TIME-GENERAL ......................................................................................................... ................. 100-67 CONTRACTOR CONSTRUCTION STAKING ............................................................................................... .... 800-2 CONTRACTORS BREACH OF C ONTRACT ............................................................................................................ .............. 100-73 COOPERATION AND CLAIMS BE TWEEN CONTRACT ORS ............................................................... 100-44 COOPERATION WITH ENGINEER AND INSPECT ORS ........................................................................ 100-41 PREQUALIFYING CONTRACTORS ..................................................................................................... ...... 100-9 PROCESS CONTROL FOR NON- QC/QA PROJEC TS .............................................................................. 100-55 QUALITY CONTROL REQUIREMENTS FOR QC/QA PROJ ECTS ........................................................ 100-53 RESPONSIBILITY FOR UTILITY PROPERTY AND SERVICES AND COOPERATION WITH UTILITIES ..................................................................................................................... ........................ 100-43 CONTROLLED DEMOLITION ......................................................................................................... ................... 700-2 SUBJECT INDEX I-15 CONTROL OF MATERIALS .......................................................................................................... ................... 100-50 CONTROL OF WORK ............................................................................................................... ......................... 100-38 COOPERATION AND CLAIMS BE TWEEN CONTRACT ORS ...................................................................... 100-44 COORDINATING CONTRACT DOCUMENTS ............................................................................................... 100-40 CORRUGATED METAL PIPE AND END SECTIONS .................................................................................... 190 0-8 COST REDUCTION PROPOSAL, VALU E ENGINEERING OR .................................................................... 100-47 CRUSHED STONE SUBGRADE ........................................................................................................ ............... 300-12 CULVERTS, PIPE, EROSION PIPE, STORM SEWERS, SANITARY SEWERS AND END SECTIONS ..... 800-51 CULVERTS, RESETTI NG EXIS TING .................................................................................................. ............... 200-3 CURB AND GUTTER ............................................................................................................... .......................... 800-70 CURING ENVI RONMENT ............................................................................................................ ..................... 400-17 CUTBACK ASPHALT ............................................................................................................... ....................... 1200-10 D DAMAGE CLAIMS, INSURANCE REQUIREMENTS, LIABILITY FOR BODILY INJURY AND PROPERTY ...................................................................................................................... ..................... 100-60 DAMAGE TO WORK/PROJECT, LIABILITY FOR ......................................................................................... 100-34 DEFERRING OR CANCEL LING A CONTRACT ............................................................................................ . 100-74 DEFINITIONS ................................................................................................................... .................................... 100-1 DETECTABLE WATNING SURFACE PANELS FO R CURBS, RAMPS AND MEDIANS ......................... 1700-37 DETOUR BRIDGE, ROLLED BEAM .................................................................................................... .......... 700-152 DIFFERING SITE CONDITIONS ..................................................................................................... .................. 100-25 DISPOSITION OF UNACCEPTABLE MATERIALS ....................................................................................... 1 00-57 DISQUALIFYING CONTRACTORS BY SUSPENSION OR DEBARMENT ................................................. 100-20 DISTRICT ENGINEER’S AUTHORITY STATE TRANSPORTATION ENGINEER ’S AUTHORITY AND ..................................................... 100-38 DITCH LINING .................................................................................................................. ................................. 800-84 DOUBLE ASPHALT SURFACE TREATMENT .............................................................................................. . 600-57 DOWEL BAR RETROFIT – REPAIR NEW PCCP .......................................................................................... .. 500-41 DRILLED SHAFTS ................................................................................................................ ............................... 700-6 DRILLING AND GROUTING ......................................................................................................... ................. 800-105 DURABLE PAVEMENT MARKING ...................................................................................................... ........... 800-24 DUTIES, INSPECTOR’S AUTHORITY AND ............................................................................................. ...... 100-38 DUTIES, FIELD ENGINE ER’S AUTHO RITY AND ........................................................................................ . 100-38 E ELASTOMERIC CONCRETE .......................................................................................................... .................. 700-94 ELASTOMERIC CONCRE TE (Materials) .............................................................................................. .......... 1500-12 ELECTRIC LIGHTING AND TRAFFIC SIGNAL EQUIPMENT (Mater ials) .................................................. 1700-5 ELECTRIC LIGHTING SYSTEMS AND TRAFFIC SIGNA LS ........................................................................ 800-44 ELIMINATED ITEMS .............................................................................................................. ........................... 100-25 EMBANKMENT RE QUIREMENTS ....................................................................................................... ........... 200-17 EMPLOYEE SAFETY ............................................................................................................... .......................... 100-59 EMULSIFIED ASPHALT ............................................................................................................ ....................... 1200-7 ENCASEMENT PIPE ............................................................................................................... ........................... 800-58 END SECTIONS, PIPE CULVERTS, EROSION PIPE, STORM SEWERS, SANITARY SEWERS AND ..... 800-51 ENVIRONMENTAL PROTECTION (Existing Paint Syst ems - Painting Structur al Steel) .................................... 700-69 GENERAL SITE CLEANUP .......................................................................................................... .............. 700-75 HEALTH AND ENVIRONMEN TAL SAMPLI NG ..................................................................................... 700-70 INSPECTION STAFF .............................................................................................................. ..................... 700-75 LEAD BASE PAIN T REMOVAL ....................................................................................................... ......... 700-71 NOTIFICATIONS AND RECORD KEEPING ............................................................................................ 7 00-71 SUBJECT INDEX I-16 REMOVAL AND CONTAINMENT REQUIREMENTS ............................................................................ 700-71 STRUCTURE CLAS SIFICATION ...................................................................................................... ........ 700-70 WASTE MATERIAL CLEANUP, ST ORAGE AND TREA TMENT ......................................................... 700-73 EPOXY COATED STEEL FOR CON CRETE REINFORCEM ENT .................................................................. 1600-5 EPOXY PAVEMENT MARKING MATERIAL ............................................................................................... 2200-21 EPOXY RESIN CRA CK REPAIR ...................................................................................................... .............. 700-114 EPOXY-RESIN-BASE BONDING SY STEMS FOR CON CRETE .................................................................... 1 700-9 EQUIPMENT (DIVISION 150) ASPHALT DISTRIBUTOR ........................................................................................................... ............... 150-11 ASPHALT PAVER ................................................................................................................. ...................... 150-12 ASPHALT SURFACING AND ASPHALT RECYCLING EQUI PMENT ................................................. 150-11 CENTRAL MIXI NG PLANT .......................................................................................................... ............... 150-5 COLD RECYCLED ASPHALT PAVEMENT EQUI PMENT (LIME SLURRY/FLY ASH) ..................... 150-16 COMPACTION EQUIPMENT .......................................................................................................... ............. 150-1 CONCRETE BATCHING AND MI XING EQUIPMENT ............................................................................. 150-6 CONCRETE CURING COMPO UND DISTRIBU TOR ............................................................................... 150-10 CONCRETE PAVEMENT AND CONCRE TE STRUCTURE EQUI PMENT .............................................. 150-6 CONCRETE PAVEMENT TEXT URING EQUIPM ENT .............................................................................. 150-9 CONCRETE SAWING EQUIPMENT ..................................................................................................... .... 150-10 EQUIPMENT FOR HEATING AS PHALT MATERIA LS .......................................................................... 150-11 FIXED FORM PAVING EQUIPMENT ................................................................................................... ...... 150-9 HAULING AND WEIGHING EQUIPMENT ................................................................................................ 150-4 HAULING EQUIPMENT ............................................................................................................. .................. 150-4 HEATING ASPHALT MATERIALS ..................................................................................................... ...... 150-11 HOT MIX ASPHALT PLANTS ........................................................................................................ ........... 150-13 HOT POUR CRACK SEALANT EQUIPMENT ......................................................................................... 150- 17 JOINT AND CRACK SEALING PCCP AND HMA EQUI PMENT ........................................................... 150-19 LONGITUDINAL FINISHER ......................................................................................................... ............... 150-9 MATERIAL TRANSFE R DEVICE ...................................................................................................... ....... 150-13 MECHANICAL AND HAND TAMP ERS ................................................................................................... .. 150-3 MIXING PLANT FOR STABILIZED BASE AND SHOULDERS............................................................... 150-5 MODIFIED SLURRY SEAL EQUIPMENT ................................................................................................ 150-17 MULCHING EQUIPMENT ............................................................................................................ ............. 150-18 OTHER EQUIPMENT ............................................................................................................... ................... 150-19 OTHER ROADSIDE IMPROVEME NT EQUIPMEN T............................................................................... 150-18 PNEUMATIC-TIRE D ROLLERS ....................................................................................................... ........... 150-1 REBAR INSERTIO N EQUIPMENT ..................................................................................................... ....... 150-19 ROADSIDE IMPROVEMENT EQUIPMENT ............................................................................................. 15 0-18 SEEDING EQUIPMENT ............................................................................................................. ................. 150-18 SELF-PROPELLED AGGREGA TE SPREADER ....................................................................................... 150-1 6 SELF-PROPELLED VIBRA TORY ROLLERS ............................................................................................. 150-2 SLIP FORM PAVING EQUIPMENT .................................................................................................... ........ 150-9 SMOOTH-FACED STEEL ROLLERS .................................................................................................... ...... 150-1 STORAGE OR SURGE BINS ......................................................................................................... ............. 150-12 SUBGRADE TR IMMERS ............................................................................................................. ................. 150-9 SURFACE RECYC LE EQUIPMENT ..................................................................................................... ..... 150-16 TAMPING (SHEEP SFOOT) ROLLERS .................................................................................................. ...... 150-1 TRAVELING MIXING PLANT ........................................................................................................ ............. 150-5 UNDERSEALING EQUIPMENT ........................................................................................................ ........ 150-19 VIBRATORS ..................................................................................................................... ............................. 150-8 WEIGHING EQUIPMENT ............................................................................................................ ................. 150-4 ERADICATION OF TRAVELED WAY ................................................................................................... ......... 200-15 EROSION CONTRO L MATERIALS ..................................................................................................... .......... 2100-20 EROSION PIPE .................................................................................................................. .................................. 800-43 ESTIMATED AND UNDETERMINED QUANTITIES ..................................................................................... 100 -14 SUBJECT INDEX I-17 EXAMINING BIDDING PROPOSAL FORM AND PROJECT SITE, INCLUDING EXPLORATORY WORK DOCUMENTS ..................................................................................................................... .................. 100-14 EXCAVATION COMMON EXCAVATION ............................................................................................................. ............ 200-12 COMMON EXCAVATION (CONTRAC TOR-FURNISHE D) ................................................................... 200-12 COMMON EXCAVATION (UNSTABLE) ................................................................................................. 200-12 COMMON EXCAVATION (UNSUITABLE) ............................................................................................. 20 0-12 ROCK EXCAVATION. .............................................................................................................. .................. 200-12 ROCK EXCAVATION (NON- DURABLE SHALE) ................................................................................... 200-12 SHALE EXCAVATION .............................................................................................................. ................. 200-12 UNCLASSIFIED EXCAVAT ION ....................................................................................................... ......... 200-12 EXCAVATION AND BACKFILL FOR STRUCTURES ..................................................................................... 20 0-7 EXCAVATION AND EMBANKMENT FOR HIGHWAYS .............................................................................. 200-12 EXECUTING THE CONTRACT ........................................................................................................ ................ 100-22 EXPANDED FOAM FOUNDATION MATERIA LS FOR SIGN PO STS........................................................ 1700-42 EXPANSION DEVICE, FINGER PLATE, SLIDING PLATE AND MODULAR ............................................ 700-33 EXPANSION JOINTS (STRIP SEAL ASSEMBLY , PREFORMED ELASTOMERIC (NEOPRENE AND COMPRESSION) AND OTHER) ....................................................................................................... .. 700-95 EXTRA WORK .................................................................................................................... ................................ 100-26 F FABRICATION, STRUCTUR AL STEEL, BRIDGES ....................................................................................... 700-22 FABRICATION, STRUCTURAL STEEL, GENERAL .................................................................................... 700 -153 FABRIC TR OUGH ................................................................................................................. ........................... 1700-31 FAILING TO EXECUTE THE CONTRACT ............................................................................................... ....... 100-23 FAILURE TO COMPLETE WORK TIMELY-LIQ UIDATED DAMAGES AND DISINCENTIVE ASSESSMENTS ................................................................................................................... ................. 100-70 FALSEWORK AND FORM CONSTRUCTION ............................................................................................... . 700-35 FALSEWORK CONSTRUCTION ........................................................................................................ ....... 700-36 FALSEWORK DESIGN. ............................................................................................................. ................. 700-35 FALSEWORK INSPECTION RE QUIREMENTS ....................................................................................... 700-3 6 FORMS ......................................................................................................................... ................................ 700-36 FAMILIARITY WITH LAWS AND ORDINANCES ........................................................................................ 1 00-15 FEDERAL AID PROVISIONS ........................................................................................................ .................... 100-59 FENCING ....................................................................................................................... ...................................... 800-77 FENCING, MATER IALS FOR ........................................................................................................ ................. 1600-32 FERTILIZER, AGRICULTURAL LIMEST ONE AND PEAT MOSS ................................................................. 900-7 FERTILIZERS (M ateria ls) ....................................................................................................... .......................... 2100-13 FIBROUS REINFORCEMENT FOR CON CRETE .......................................................................................... 1 700-32 FIELD ENGINEER’S AUTHORITY AND DUTIES.......................................................................................... 100-38 FIELD ERECTION ................................................................................................................ ............................ 7 00-132 FIELD HANDLING AND PRESERVATIVE TREA TMENT OF WOOD PR ODUCTS ................................... 2300-9 FIELD OFFICE AND LABORATORY ................................................................................................... ............. 800-8 FILTER SOCK ................................................................................................................... ................................ 2100-22 FINAL PAYMENT AND CORRECTIONS AFTER FINAL PA YMENT .......................................................... 100-82 FINGER PLATE, SLIDING PLATE AND MODULAR EXPANSION DEVICE ............................................. 700-33 FLAPGATES ..................................................................................................................... .................................. 800-62 FLEXIBLE DELINEATOR POSTS AND ANCHORING DEVICES ................................................................ 2200-8 FINAL CLEANUP, PUNCH LIST AND ................................................................................................. ............ 100-35 FLOWABLE FILL ................................................................................................................. ............................ 8 00-107 FLUME INLETS AND SLOPE DRAINS ................................................................................................. .......... 800-61 FLY ASH FOR STABILIZATION, MODIFICATION AND COLD RECYCLE ASPHALT MATERIAL ...... 2000-9 FLY ASH FOR USE IN CONCRETE ................................................................................................... .............. 2000-7 FORCE ACCOUN T PAYMENT ......................................................................................................... ................ 100-78 SUBJECT INDEX I-18 FOUNDATION STABILIZATION ...................................................................................................... ................. 200-7 FOUNDATION TREATMENT .......................................................................................................... ................. 200-17 G GABIONS ....................................................................................................................... ..................................... 800-85 GABIONS (Materials) ........................................................................................................... ............................. 1700-20 GENERAL REQUIREMENTS FOR AGGREGATES ........................................................................................ 11 00-1 GENERAL REQUIREMENTS FOR DIVISION 1200 – ASPHALT MATERIALS .......................................... 1200-1 GEOFOAM (Mat erials) ........................................................................................................... ........................... 1700-50 GEOFOAM FILL .................................................................................................................. ............................... 200-26 GEOFOAM FOR VOID FILL ......................................................................................................... .................... 200-27 GEOFOAM LIGHTWEIGHT EMBANKMENT FILL ....................................................................................... 200 -26 GEOFOAM LIGHTWEIGHT EMBANKME NT FOR VOID FILL ................................................................... 200-27 GEOMEMBRANE ................................................................................................................... .......................... 800-115 GEOMEMBRANE (M aterials) ....................................................................................................... ................... 1700-51 GEOSYNTHETIC REINFORCED BASE .................................................................................................. ......... 300-23 GEOSYNTHETICS ................................................................................................................. ........................... 1700-17 GRANULAR BASE ................................................................................................................. ............................ 300-22 GRANULAR DRAINAGE BLANKET ..................................................................................................... .......... 200-31 GRAY-IRON CASTINGS ............................................................................................................ ..................... 1600-22 GRINDING REHAB CO NCRETE PAVEMENT .............................................................................................. . 800-99 GROUT FOR POST-TENSIONING...................................................................................................... ............ 1700-48 GROUT, MO RTAR AND ............................................................................................................. ......................... 400-7 GUARDRAIL AND GUIDEPOSTS ...................................................................................................... .............. 800-75 GUTTER, CURB AND .............................................................................................................. .......................... 800-70 H HANDLING MATERIALS ............................................................................................................ ..................... 100-57 HANDLING TRAFFIC THRO UGH CONSTRUC TION .................................................................................... 100- 32 HANDRAIL FOR BRIDGES AND OTHER USES ........................................................................................... . 700-98 HEADED REINFORCING ANCHORS .................................................................................................... ........ 1600-44 HEAT STRAIGHTENING ............................................................................................................ .................... 700-149 HELICAL REIN FORCEMENT ......................................................................................................... ................ 1600-11 HIGH DURABILITY PAVEMENT MARK ING TAPE (Mater ials) ................................................................. 2200-12 HIGH EARLY STRENGTH CONCRETE .................................................................................................. .......... 400-4 HIGH MAST LIGHT TOWER ......................................................................................................... ................. 700-136 HOLLOW LOAD-BEARING CONCRETE MASO NRY UNITS (Mater ials) .................................................... 1300-3 HOT JOINT SEALING COMPOUND (Materials) ........................................................................................ ..... 1500-1 HOT MIX ASPHALT (HMA) CONSTRUCTION (QC/QA) ................................................................................ 600 -2 COMPACTION TESTING ............................................................................................................ ............... 600-19 CONTRACTOR QUALITY CONTRO L REQUIREMEN TS ........................................................................ 600-2 DETERMINATION OF THICKNE SS, THICKNESS PAY ADJUSTMENT AND AREA PAY ADJUSTMENTS FOR "HMA PAVEMENT " ....................................................................................... 6 00-27 HAULING OPERATIONS ............................................................................................................ ............... 600-11 MAINTENANCE OF TRAFFIC ........................................................................................................ .......... 600-14 MIXES WITH RECLAIMED ASPHAL T PAVEMENT (R AP) .................................................................. 600-16 MIXES WITH RECYCLED ASPHA LT SHINGLES (R AS) ....................................................................... 600-17 MIXTURE ACCE PTANCE ............................................................................................................ .............. 600-21 NUCLEAR DENSITY TESTS ......................................................................................................... ............ 600-19 PAVING OPERATIONS ............................................................................................................. ................. 600-11 PLANT OPERATION ............................................................................................................... ...................... 600-9 PROCESS CO NTROL ............................................................................................................... ................... 600-15 SUBJECT INDEX I-19 ROAD SURFACE PR EPARATION. ..................................................................................................... ...... 600-10 TREATMENT OF ADJACENT AREAS. .................................................................................................. .. 600-15 WEATHER LIMITATIONS ........................................................................................................... .............. 600-20 WEIGHING OPERATIONS ........................................................................................................... .............. 600-11 HMA BASE (REFLECTIVE CRACK INTERLAYER (R CI)) ........................................................................... 600-80 HOT MIX ASPHALT (HMA)-CO MMERCIAL GRAD E .................................................................................. 600-6 2 HYDRATED LIME ................................................................................................................. ............................ 2000-4 HYDRO-SEEDING ................................................................................................................. ............................. 900-13 I IMAGE SYSTEMS FOR RETROREF LECTIVE SHEETING ........................................................................... 2200-3 IMPACT ATTENUATOR ............................................................................................................. ...................... 800-36 IMPACT ATTENUATOR (Materials) ................................................................................................. .............. 1700-40 INDEMNIFICATION ............................................................................................................... ........................... 100-63 INERTIAL BARRI ER SYSTEM ....................................................................................................... .................. 800-35 INERTIAL BARRIER SYSTEM AND REPLACEMENT MODU LES ........................................................... 1700-22 INLETS, OUTLETS, MANHOLES, JUNCTION BOXE S AND OTHER EXISTING STRUCTURES, CATCH BASINS, ....................................................................................................................... .......................... 800-48 INORGANIC ZINC PRIMER FOR STRUCTURAL ST EEL ............................................................................. 1800-1 INSPECTOR’S AUTHORITY AND DUTIES .............................................................................................. ...... 100-38 INSTRUCTIONS TO THE CONTRACTOR ................................................................................................ ...... 100-39 INSURANCE REQUIREMENTS, LIABILITY FOR BODILY INJURY AND PROPERTY DAMAGE CLAIMS ........................................................................................................................ ......................... 100-60 INSURANCE REQUIREMENTS, RAILROAD LIAB ILITY FOR RAILROAD CLAIMS .............................. 100-62 INTELLIGENT TRANSPORTATI ON SYSTEM (ITS) ................................................................................... 800 -133 INTENT OF CONTRACT AND SC OPE OF CONTRACT ................................................................................ 100-2 4 ISSUING BIDDING PROPOSAL FORM ................................................................................................. .......... 100-11 J JACKING OF EXISTING STRUCTURE ................................................................................................. ............... 700-107 JUNCTION BOXES AND OTHER EXISTING ST RUCTURES, CATCH BASINS, INLETS, OUTLETS, MANHOLES, ..................................................................................................................... .................... 800-48 L LABORATORY, FIELD OFFICE AND .................................................................................................. ............. 800-8 LANDSCAPE RETAINING WALL ...................................................................................................... ............ 800-125 LAWS TO BE OBSERVED ........................................................................................................... ..................... 100-58 LEGAL RELATIONS AND RESPONSIBIL ITY TO THE PUBLIC ................................................................. 100-58 LIABILITY FOR DAMAGE TO WORK/PROJECT .......................................................................................... 100-34 LIABILITY FOR RAILROAD CLAIMS; RAILRO AD INSURANCE REQU IREMENTS .............................. 100-62 LIABILITY OF PUBLIC OFFICIALS ................................................................................................. ............... 100-64 LIABILITY FOR BODILY INJURY AND PROPERTY DAMAGE CLAIMS; INSURANCE REQUIREMENTS .................................................................................................................. ............... 100-60 LIGHT TYPE SURFACING .......................................................................................................... .................... 800-104 LIME TREATED SUBGRADE ......................................................................................................... .................... 300-4 LINEAR GRADING ................................................................................................................ ............................ 200-23 LIQUIDATED DAMAGES, FAILURE TO COMP LETE WORK TIMELY- AND DISINCENTIVE ASSESSMENTS ................................................................................................................... ................. 100-70 LIQUIDATED DAMAGES, TABLE OF .................................................................................................. .......... 100-72 LIQUID MEMBRANE FORMING COMP OUNDS (Materia ls) ......................................................................... 1400-5 SUBJECT INDEX I-20 LOAD RESTRICTIONS ............................................................................................................. ......................... 100-31 LPA’S AND OTHER THIRD PARTY OWNERS ............................................................................................ .. 100-64 M MACHINE PREPARATION (EXISTING C ONCRETE BRIDGE DECKS) ................................................... 7 00-121 MAILBOX ADJUSTMENTS ........................................................................................................... ................. 800-113 MAINTAINING AND PROTECTING THE WO RK AND INFRASTR UCTURE ............................................ 100-30 MAINTENANCE AND RESTORATIO N OF HAUL RO ADS .......................................................................... 800-11 MALLEABLE CAST IRON PRODUCTS .................................................................................................. ...... 1600-23 MANHOLE STEPS ................................................................................................................. ........................... 1700-13 MANHOLES, JUNCTION BOXES AND OTHER EXIS TING STRUCTURES, CATCH BASINS, INLETS, OUTLETS, ...................................................................................................................... ....................... 800-48 MASONRY BRICK ................................................................................................................. ............................ 1300-1 MATERIAL PROVIDED BY KDOT ..................................................................................................... ............. 100-57 MATERIAL S OURCES .............................................................................................................. ......................... 100-52 MATERIALS CERT IFICATIONS ...................................................................................................... ................ 2600-1 MATERIALS FO R FENCING ......................................................................................................... ................. 1600-32 MATERIALS FOR FILLING AND SEALIN G JOINTS IN PIPE ...................................................................... 1500-7 MEASUREMENT AN D PAYMENT ....................................................................................................... ........... 100-75 MEASUREMENT OF QUANTITI ES ..................................................................................................... ............ 100-76 MECHANICALLY STABILIZED EARTH MSE FILL ...................................................................................... 2 00-29 MEMBRANE SEALANT .............................................................................................................. .................... 1500-15 MICROSURF ACING ................................................................................................................ .......................... 600-37 MILLING ....................................................................................................................... ...................................... 600-60 MIXING, DELIVERY AND PLACEMEN T LIMITATIONS C ONCRETE ........................................................ 400-8 MOBILIZATION .................................................................................................................. ................................. 800-1 MOBILIZATION (DBE) ............................................................................................................ ........................... 800-1 MODULAR EXPANSION DE VICES (Mat erials) ......................................................................................... ... 1700-30 MOISTURE-CURE URETHANE SYSTEM ................................................................................................. .... 1800-10 MORTAR AND GROUT .............................................................................................................. ......................... 400-7 MOWING ........................................................................................................................ ..................................... 900-23 MULCH (Mat erials) ............................................................................................................. .............................. 2100-16 MULCH TACKING SLUR RY (Materials)............................................................................................... ......... 2100-18 MULCHING ...................................................................................................................... ................................... 900-15 MULTI-COMPONENT LIQUID PAVEME NT MARKING MATER IAL ....................................................... 2200-24 MULTI-LAYER POLYMER CON CRETE OVERLA Y ................................................................................... 700-10 9 NITROGEN FIXING BACTERIA ...................................................................................................... .............. 2100-11 N NON-METALLIC OFFSET BLOCKS FOR GUARDRAIL ............................................................................. 1700-34 NOTICE OF ACCEPTANCE .......................................................................................................... .................... 100-48 NOTICE OF CONTRACT CHANGE AND REQUES T FOR CONTRACT AD JUSTMENT ........................... 100-27 NOTICE TO CONTRACTOR S (ADVERTISEMENT) ........................................................................................ 100-9 NOTICE TO PROCEED ............................................................................................................. ......................... 100-65 O OPENING SECTIONS TO TRAFFIC AND MAINTAINING ROADWAYS AFTER OPENING SECTIONS TO TRAFFIC ....................................................................................................................... ........................ 100-33 OPENINGS IN HIGHWAY OR RIGHT-OF -WAY FOR THIRD PARTIES ..................................................... 100-31 ORGANIC ZINC PRIMER FOR STRUCTURAL STEEL ................................................................................. 1800 -3 SUBJECT INDEX I-21 ORGANIC ZINC RICH PAINT FOR REPAIR ING DAMAGED SPELTER COATING .................................. 1800-5 OUTLETS, MANHOLES, JUNCTION BOXES AND OTHER EXISTING STRUCTURES, CATCH BASINS, INLETS, ....................................................................................................................... .......................... 800-48 OVERHAUL ...................................................................................................................... .................................. 200-22 OWNER’S BREACH OF CONTRACT .................................................................................................... .......... 100-74 P PAINTED PAVEME NT MARKING ...................................................................................................... ............ 800-30 PAINTING STRUCT URAL STEEL ..................................................................................................... .............. 700-65 ENVIRONMENTAL PROTECTION ...................................................................................................... ..... 700-69 FIELD PAINTING NEW STRUCTURAL STEEL (NON-WEATHER ING) .............................................. 700-67 FIELD PAINTING NEW WEAT HERING STEEL ..................................................................................... 700-6 8 GENERAL REQUIREMENTS FOR PAINTI NG STRUCTURAL STEEL ................................................ 700-65 PAINTING GALVAN IZED STEEL ..................................................................................................... ....... 700-68 REPAINTING STEEL BRIDGES - CH ANGE PAINT SYS TEM ............................................................... 700-69 REPAINTING STEEL BRIDGES - PAINTING IN KIND .......................................................................... 700-69 SHOP PAINTING NEW WE ATHERING S TEEL ....................................................................................... 700- 67 SHOP PAINTING STRUCTURAL ST EEL (NON-WEATHER ING) ......................................................... 700-67 PARK STRUCTURES ............................................................................................................... .......................... 900-27 PART V ........................................................................................................................ ........................................ 2500-1 PATENTED DEVICES, MATERIA LS, AND PROCESSES .............................................................................. 100-5 9 PATTERNED COLD PLASTIC PAVEME NT MARKING MATER IAL ........................................................ 2200-11 PAVEMENT EDGE WEDGE FOR HMA OVERLAY PROJECTS, PAVEMENT WIDENING, SHOULDERING AND ........................................................................................................................... ............................ 800-97 PAVEMENT MARKING DURABLE ....................................................................................................................... ............................. 800-24 PAINTED ....................................................................................................................... ............................... 800-30 REMOVAL OF EXISTING ........................................................................................................... ............... 800-32 PAVEMENT MARKING PAINT ........................................................................................................ .............. 2200-23 PAVEMENT PATCHING ............................................................................................................. ...................... 800-86 PAVEMENT WATERPROOFI NG MEMBRANE ........................................................................................... 800 -117 PAVEMENT WIDENING, SHOULDERING AND PAVEMENT EDGE WEDGE FOR HMA OVERLAY PROJECTS ...................................................................................................................... ....................... 800-97 PAVING BRICKS ................................................................................................................. ............................. 800-129 PAVING FABRIC ................................................................................................................. ............................. 800-118 PAYMENT FINAL PAYMENT AND CORRECTIONS AFTER FINAL PA YMENT .................................................. 100-82 FORCE ACCOUN T PAYMENT ......................................................................................................... ......... 100-78 RESPONSIBILITY FOR PAYMENT .................................................................................................... ...... 100-83 SCOPE OF PAYMENT .............................................................................................................. .................. 100-78 PAYMENTS PROGRESS PAYMENTS ............................................................................................................. ............... 100-80 TO SUBCONTRACTORS AND SUPPLIERS. ............................................................................................ 1 00-81 STORED MATERIALS PAYMENTS ..................................................................................................... .... 100-80 PEAT MOSS, AGRICULTURAL LIMEST ONE, FERTILIZER AND .............................................................. 900-12 PEAT MOSS (M ateria ls) ......................................................................................................... ........................... 2100-15 PEBBLE QUICKLIME .............................................................................................................. .......................... 2000-6 PERFORMANCE GRADED ASPHALT BINDER ............................................................................................ 1200-6 PERMANENT SIGNING ............................................................................................................. ....................... 800-38 PERMITS, LICENS ES AND TA XES ................................................................................................... .............. 100-58 PILING ........................................................................................................................ ......................................... 700-15 BEARING VALUES AND REQUIR ED PENETRAT ION .......................................................................... 700-18 CASED ......................................................................................................................... ............................... 700-148 CAST-IN-PLACE CO NCRETE PILES .................................................................................................. ...... 700-20 SUBJECT INDEX I-22 DRIVING PILES ................................................................................................................. ......................... 700-17 ORDER LISTS AND TEST PILES .................................................................................................... .......... 700-17 PILE CUT-OFF AND PILE PAINTING ................................................................................................ ...... 700-20 PILING RESTRIKE PROCEDURE ..................................................................................................... ........ 700-19 TEST PILE (SPECIAL) ........................................................................................................... ..................... 700-17 PIPE CULVERTS, EROSION PIPE, STORM SEWERS, SANITARY SEWERS AND END SECTIONS ...... 800-51 PIPE FOR SO NIC TESTING ........................................................................................................ ..................... 1600-21 PIPE, USES OF ................................................................................................................. ................................... 1900-1 PLANS AND WORKING DRAWINGS .................................................................................................... ......... 100-43 PLANT INSPECTION .............................................................................................................. ........................... 100-56 PLANTS ........................................................................................................................ ....................................... 2100-2 PLASTIC PIPE FOR UNDERDRAINS, EDGE DRAINS, OUTLETS AND DRAIN TILE ............................ 1900-12 PLUGGING WELLS ................................................................................................................ ......................... 800-131 POLYETHYLENE (PE) PIPE ........................................................................................................ ................... 1900-13 POLYMER CONCRETE OVERLAY REPAIR ............................................................................................... . 700-143 POLYMER MODIFIED ASPHALT CEMENT FO R CHIP SEALS (Mat erials) .............................................. 700-143 POLYMER RESINS FOR POLYMER CONCRETE OVERLY SYSTEMS (Mat erials ) ................................. 1 700-45 POLYVINYL CHLORIDE (PVC) PIPE ................................................................................................. ........... 1900-15 POLYVINYL CHLORIDE (PVC) PLASTIC WATERSTOP ............................................................................. 1500-9 PORTLAND CEMENT AND BLENDE D HYDRAULIC CE MENT ................................................................... 400-5 PORTLAND CEMENT AND BLENDED HYDRAU LIC CEMENT (Mater ials) .............................................. 2000-1 PORTLAND CEMENT CONCRETE P AVEMENT (NON-Q C/QA) ................................................................. 500-23 CONSOLIDATION AND FINISHING ................................................................................................... ..... 500-25 FIXED FORM PAVING ............................................................................................................. .................. 500-26 HAND FINISHING ................................................................................................................ ...................... 500-30 JOINTS ........................................................................................................................ .................................. 500-26 PAVEMENT THICKNESS AND TOLERANCE ........................................................................................ 500-3 5 PLACING REIN FORCEMENT ......................................................................................................... .......... 500-24 PREPARATION OF THE SUBGRADE ................................................................................................... ... 500-23 PROTECTION AND CURING OF CONC RETE ........................................................................................ 500- 31 PROTECTION OF PAVEME NT FROM RAIN........................................................................................... 500 -34 REPAIR OF DEFECTIVE PAVEMENT SLABS ........................................................................................ 500 -32 SLIP FORM PAVING .............................................................................................................. .................... 500-24 TEXTURING ..................................................................................................................... ........................... 500-26 PORTLAND CEMENT CONCRETE PAVEMENT (QC/ QA) ............................................................................. 500-1 CONSOLIDATION AND FINISHING ................................................................................................... ....... 500-6 CONTRACTOR QUALITY CONTRO L PLAN (QC PL AN) ........................................................................ 500-1 FIXED FORM PAVING ............................................................................................................. .................... 500-7 HAND FINISHING ................................................................................................................ ...................... 500-12 JOINTS ........................................................................................................................ .................................... 500-8 PLACING REIN FORCEMENT ......................................................................................................... ............ 500-6 PREPARATION OF THE SUBGRADE ................................................................................................... ..... 500-4 PROTECTION AND CURING OF CONC RETE ........................................................................................ 500- 12 PROTECTION OF PAVEME NT FROM RAIN........................................................................................... 500 -16 REPAIR OF DEFECTIVE PAVEMENT SLABS ........................................................................................ 500 -13 SLIP FORM PAVING .............................................................................................................. ...................... 500-5 TEXTURING ..................................................................................................................... ............................. 500-8 PORTLAND CEMENT CONCRETE P AVEMENT SMOOTH NESS ............................................................... 500-37 POSTS, SEDIME NT BARRI ER ....................................................................................................... ................. 2100-22 POST-TENSIONING (HAUNCHED SLAB BRIDGES) .................................................................................... 70 0-76 PRECAST CU LVERTS .............................................................................................................. ....................... 700-129 PRECAST PANEL BEDD ING MATERIALS ............................................................................................... ... 1700-26 PRECAST PARKING BLOCK ......................................................................................................... ................ 800-130 PRECAST REINFORCED CONCRETE BOX ............................................................................................... .. 700-125 PRE-CONSTRUCTION CONFERENCE AND PROJECT PROGRESS MEETINGS ...................................... 100-65 PRECURE/FINISHING AID ......................................................................................................... ...................... 1400-4 SUBJECT INDEX I-23 PREFABRICATED INTERCEPTION DEVICE S AND SLOTTED DRAINS ................................................... 800-66 PREFABRICATED VERTICAL DRAIN .................................................................................................. .......... 200-28 PREFABRICATED VERTICAL DRAIN (Materials) ...................................................................................... . 1700-21 PREFORMED ELASTOMERIC COMPRESSION JO INT SEALS FOR CONCRETE ..................................... 1500-5 PREFORMED EXPANSION JOINT FI LLER FOR CONCR ETE ...................................................................... 1 500-4 PREFORMED THERMOPLASTIC PAVEME NT MARKING MATER IAL .................................................. 2200-17 PREPARING PROPOSALS ........................................................................................................... ..................... 100-16 PREQUALIFYING CONTRACTORS ..................................................................................................... ............. 100-9 PRESSURE RELIEF JOINT FILLER .................................................................................................. ............. 1500-10 PRESTRESSED CON CRETE ME MBERS .................................................................................................. ....... 700-76 PRICING THE CONTRACT ADJU STMENT REQU EST ................................................................................. 100-2 9 PROGRESS PAYMENTS ............................................................................................................. ...................... 100-80 PROGRESS SCHEDULE OR NETWORK SCHEDULE ................................................................................... 100-6 5 PROJECT OPEN TIME ............................................................................................................. ................................. 100-67 PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ......................................................... 900-3 PROPOSAL FORM, PROPOSAL, AND CONTRACT ...................................................................................... 10 0-11 PROSECUTION AND PROGRESS ...................................................................................................... .............. 100-65 PROTECTING PROPERTY, LANDSCAPE, AND THE ENVIRO NMENT ..................................................... 100-60 PROVIDING RIGHT-OF-WAY ........................................................................................................ .................. 100-59 PROVISION FOR LOWER-TIER SUBCONTRACTORS ................................................................................. 100-8 2 PUBLIC OPENING OF PROPOSALS ................................................................................................... ............. 100-17 PUBLIC SAFETY ................................................................................................................. ............................... 100-59 PUNCH LIST AND FINAL CLEANUP .................................................................................................. ............ 100-35 Q QUALIFICATION OF FIELD WELDERS ................................................................................................ ......... 700-62 QUALITY CONTROL PROGRAM FOR PREC AST CONCRETE PRO DUCTS ............................................. 1900-2 R RAILROAD INSURANCE REQUIREMENTS, LIAB ILITY FOR RAILROAD CLAIMS .............................. 100-62 RAILROAD PROVISIONS ........................................................................................................... ...................... 100-33 RAISED PAVEMENT MARKERS ....................................................................................................... .............. 2200-9 RAPID-SET CONCRETE PATCHING MATERIAL ....................................................................................... 17 00-25 REINFORCING STEEL ............................................................................................................. ......................... 700-50 EPOXY-COATED RE INFORCEMENT .................................................................................................... .. 700-51 MECHANICAL OR THERMOMECH ANICAL SPLICES ......................................................................... 700-52 SPLICING ...................................................................................................................... ............................... 700-51 RAISE EXPANSION DEVICE ........................................................................................................ ........................ 700-107 REFLECTIVE CRACK IN TERLAYER (RCI) ............................................................................................. ...... 600-80 REINFORCING ST EEL SPLICES ..................................................................................................... ............... 1600-12 REJECTION OF PROPOSALS; NON-RE SPONSIBLE CONTRA CTOR ......................................................... 100-19 REJECTION OF PROPOSALS; NO N-RESPONSIVENESS ............................................................................. 100-18 RELEASE COMPOUND FO R ASPHALT MIXES .......................................................................................... 1 700-29 REMOVE AND RESET EXISTING EXPANSION DEVICES ............................................................................. 700-1 07 REMOVAL OF EXISTING PA VEMENT MARKINGS .................................................................................... 800- 32 REMOVAL OF EXISTI NG STRUCTURES ................................................................................................ ......... 200-3 ASBESTOS REMOVAL .............................................................................................................. .................. 200-4 EXISTING BRIDGE DECK .......................................................................................................... ................. 200-3 SALVAGED MATERIAL ............................................................................................................. ................. 200-4 REMOVING AND DISPOSING OF STRUCT URES AND OBSTRUCTIONS ................................................ 100-31 REPAIR (STRUCTURES) ........................................................................................................... ...................... 700-107 JACKING OF EXISTING STRUCTURE ................................................................................................. ....... 700-107 SUBJECT INDEX I-24 RAISE EXPANSION DEVICE ........................................................................................................ ................. 700-107 REMOVE AND RESET EXISTING EXPANSION DEVICES ...................................................................... 700-107 RESETTING EXISTING BEARING .................................................................................................... ............ 700-107 REPLACEMENT MODULES, IMPA CT ATTENUATO R .............................................................................. 1700-40 RESEALING JOINTS AND SEALING CRACKS IN EXISTING PCCP AND HMA PAVEMENTS ............. 800-92 RESETTING EXISTING BEARING .................................................................................................... ................... 700-107 RESETTING EXISTI NG CULVERTS ................................................................................................... ............... 200-6 RESPONSIBILITY FOR PAYMENT .................................................................................................... ............. 100-83 RESTORATION, MAINTENANCE AN D, OF HAUL RO ADS ........................................................................ 800-11 RETAINING WALL SYSTEM ......................................................................................................... ................ 800-119 RETROREFLECTIV E SHEETING ...................................................................................................... ............... 2200-1 REVISING PROPOSALS ............................................................................................................ ........................ 100-17 RIDERS AND ALTERNATE BIDS, COMB INATION BIDS, TIES, ................................................................ 100-13 RIPRAP ........................................................................................................................ ........................................ 800-81 ROCK EXCAVATION ............................................................................................................... ......................... 200-12 ROCK EXCAVATION (NON-DURABLE SHALE) .......................................................................................... 200-12 ROLLED BEAM D ETOUR BRIDGE ..................................................................................................... .......... 700-152 ROLL-UP SIGNS ................................................................................................................. ................................ 2200-5 RUBBLIZING PORTLAND CEMENT CONCRETE PAVEME NT ................................................................ 800-101 RULES OF INTER PRETATION ....................................................................................................... .................... 100-1 RUMBLE STRIPS (MILLED) AND RUMBLE ST RIPS (MILLED) (CEN TERLINE) ..................................... 800-43 S SAFETY, WORK ZONE TRAFFIC CONTROL AND ....................................................................................... 8 00-13 SALVAGEABLE MATERIAL, TRANSPORTING ......................................................................................... 80 0-112 SALVAGED MATERIAL ............................................................................................................. ........................ 200-4 SALVAGED TOPSOIL .............................................................................................................. ......................... 200-25 SAMPLING, TESTING, AND CITED SPECIFICATIONS ............................................................................... 100 -53 SANCTIONS FOR FAILURE TO PAY PROMPTLY ........................................................................................ 100-81 SANITARY SEWERS AND END SECTIONS, PIPE CULVERTS, EROSION PIPE, STORM SEWERS, ..... 800-51 SAW AND SEAL JOINTS ........................................................................................................... ....................... 600-92 SCOPE OF PAYMENT .............................................................................................................. ......................... 100-78 SCOPE OF WORK ................................................................................................................. ............................. 100-24 SEALING CRACKS, RESEALING JOINTS AND, IN EXISTING PCCP AND HMA PAVEMENTS ........... 800-92 SEDIMENT BARRI ER POSTS ........................................................................................................ ................. 2100-22 SEEDING ....................................................................................................................... ...................................... 900-13 SEEDING, HYDRO ................................................................................................................ ............................. 900-13 SEEDS (Mat erials) ............................................................................................................. .................................. 2100-4 SELECT SOIL ................................................................................................................... ................................... 200-21 SEPARATION GEOTEXTILE ......................................................................................................... ................. 800-116 SHALE EXCAVATION .............................................................................................................. ........................ 200-12 SHEET MATERIALS FOR CURING CONCRETE ........................................................................................... 1400-7 SHOTCRETE C ONCRETE ............................................................................................................ ................... 1700-41 SHOULDERS, AGGREGATE AND AGGREGATE BASE .............................................................................. 300-13 SHOULDERING AND PAVEMENT EDGE WEDGE FOR HMA OVERLAY PROJECTS, PAVEMENT WIDENING, ..................................................................................................................... ..................... 800-92 SIDEWALK, STEPS AND RAMPS, C ONCRETE ........................................................................................... .. 800-67 SIGN STRUCTURES AND BRIDGE MO UNTED SIGN ATTACH MENTS ................................................... 700-99 SIGNING, PERMANENT ............................................................................................................ ....................... 800-38 SIGNIFICANT CHANGE IN MAJOR CONT RACT ITEM QUAN TITIES ...................................................... 100-24 SILICA FUME (Materia ls)........................................................................................................ ......................... 2000-10 SILICA FUME MODIFIED CONCRETE ................................................................................................. .......... 400-16 SILICONE RUBBER SURFAC E CRACK SEALANT .................................................................................... 1700 -36 SILT FENCE (M ateria ls) ........................................................................................................ ........................... 2100-22 SUBJECT INDEX I-25 SINGLE ASPHALT SURFACE TREATMENT .............................................................................................. ... 600-53 SLAG CEMENT FOR USE IN CON CRETE AND MORT ARS ...................................................................... 2 000-11 SLIPFORMING CONCRETE BA RRIER FOR BRI DGES ................................................................................. 700- 97 SLOPE DRAINS, FLUME INLETS AND ................................................................................................ .......... 800-61 SLOPE PROTECTION .............................................................................................................. .......................... 800-82 SLOTTED DRAINS, PREFABRICATED IN TERCEPTION DEVICE S AND .................................................. 800-66 SLURRY GROUT .................................................................................................................. ............................ 8 00-108 SLURRY POLYMER CO NCRETE OV ERLAY .............................................................................................. 700-138 SODDING ....................................................................................................................... ..................................... 900-18 SODS (Materials) .............................................................................................................. ................................... 2100-9 SOIL COMPOST .................................................................................................................. ............................... 900-24 SOIL COMPOST (Materia ls) ...................................................................................................... ....................... 2100-10 SOLID INTERLOCKING PAVING UNITS ............................................................................................... ...... 800-129 SOLID INTERLOCKING PAVING UNITS (Mat erials) ................................................................................... . 1300-4 SOURCE OF SUPPLY AND QUAL ITY REQUIREMEN TS ............................................................................. 100-50 SPECIAL FILL .................................................................................................................. .................................. 200-24 SPRAYED THERMOPLASTIC PAVEMENT MARKING MATER IAL ........................................................ 2200-19 START DATE .................................................................................................................... .................................. 100-14 STATE TRANSPORTATION ENGINEER’S AUTHORITY AND DISTRICT ENGINEER’S AUTHORITY..................................................................................................................... .................... 100-38 STEEL BARS FOR CONCRETE REINFORCE MENT (Materia ls) ................................................................... 1600-1 STEEL FASTENERS (Materials) ................................................................................................... ................... 1600-26 STEEL FOR BRIDGE DRAIN SY STEMS (Mat erials) .................................................................................... . 1600-20 STEEL PERMANENT DECK FORMS .................................................................................................... ........... 700-39 STEEL PERMANENT DECK FORMS (Materials) ........................................................................................ .. 1600-38 STEEL PILING AND PILE POINTS (Mat erials) ...................................................................................... ........ 1600-18 STEEL PIPE (M ateria ls) ........................................................................................................ ............................ 1600-31 STEEL PLATE GUARDRAI L (Mater ials) ............................................................................................. ........... 1600-29 STEEL POSTS FOR DELINEATOR MA RKERS (Materia ls).......................................................................... 1600-3 7 STEEL SIGN POSTS .............................................................................................................. ........................... 1600-35 STEPS AND RAMPS, C ONCRETE SIDE WALK, ........................................................................................... .. 800-67 STONE FOR RIPRAP, DITCH LINING AND OTHER MISCELLANEOUS USES (Materials) .................... 1100-35 STONE MASONRY TREE WELLS ...................................................................................................... ............. 900-25 STORAGE OF MATERIALS .......................................................................................................... .................... 100-56 STORED MATERIALS PAYMENTS ..................................................................................................... ........... 100-80 STORING AND USING EXPLOSIVES .................................................................................................. ........... 100-59 STORM SEWERS, SANITARY SEWERS AND END SECTIONS, PIPE CULVERTS, EROSION PIPE, ..... 800-51 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ............................................................................ 900- 3 STORMWATER COMPLIANCE DISINCENTIVE ASSESSMENT ....................................................................... 900-1 STRAND FOR PRESTR ESSED CONCRETE ............................................................................................... ... 1600-14 STRIP SEAL ASSEMBLY ........................................................................................................... ..................... 1500-16 STRUCTURAL PLATE FOR PIPE, PIPE ARCHES, AND A RCHES ............................................................. 1900-10 STRUCTURAL PLA TE STRUCTURES ................................................................................................... ....... 700-114 STRUCTURAL STEE L (Materials) .................................................................................................. ................ 1600-15 STRUCTURAL STEE L CONSTRUCTION ................................................................................................. ...... 700-54 BOLTED FIELD CONNECTIONS ...................................................................................................... ........ 700-55 ERECTING STRUCT URAL STEEL ..................................................................................................... ...... 700-54 FIELD PAINTING ................................................................................................................ ........................ 700-61 WELDED FIELD CONNECTIONS ...................................................................................................... ....... 700-60 WELDED STUD SHEAR CONNECTORS ................................................................................................. 700-61 STRUCTURAL STEEL FABRICATION-BRIDGES ......................................................................................... 700-22 HANDLING ...................................................................................................................... ............................ 700-23 PRELIMINARY SHOP REQUIREMENTS ................................................................................................. 700-22 SHOP FABRICATION .............................................................................................................. ................... 700-24 SUPPLEMENTAL REQUIREMENTS TO THE WELDING CODE .......................................................... 700-27 STRUCTURAL STEEL FABRICATION-GENERAL ...................................................................................... 700 -153 SUBJECT INDEX I-26 STRUCTURAL STEEL TU BING (Materials) ........................................................................................... ....... 1600-17 STRUCTURE CONSTRUC TION, CONCRETE .............................................................................................. .. 700-40 STRUCTURES, EXCAVATION AND BACKFILL FOR .................................................................................... 20 0-7 STRUCTURES AND UNDERDRAINS, CLEANING EX ISTING .................................................................. 800-110 STRUCTURES, REPAIR ............................................................................................................ ...................... 700-107 JACKING OF EXISTING STRUCTURE ................................................................................................. ....... 700-107 RAISE EXPANSION DEVICE ........................................................................................................ ................. 700-107 REMOVE AND RESET EXISTING EXPANSION DEVICES ...................................................................... 700-107 RESETTING EXISTING BEARING .................................................................................................... ............ 700-107 SUBGRADE MODIFICATION ......................................................................................................... ................... 300-1 SUBGRADE CEMENT OR FLY ASH TREATED ..................................................................................................... ........ 300-8 CRUSHED STONE ................................................................................................................. ..................... 300-10 LIME TREATED .................................................................................................................. .......................... 300-4 SUBLETTING CONTRACT ........................................................................................................... .................... 100-42 SUBMITTING PROPOSALS .......................................................................................................... .................... 100-16 SUBSTRUCTURE WATERPROOFING .................................................................................................... ...... 1700-15 SUBSTRUCTURE WATERPROOFI NG MEMBRANE .................................................................................. 7 00-102 SURFACE RECYCLED ASP HALT CONSTRUC TION .................................................................................... 600- 41 SURFACING FOR SIDE ROADS AND ENTRANCES ..................................................................................... 80 0-96 SYNTHETIC SEDIMENT BARRIERS ................................................................................................... ......... 2100-22 T TEMPORARY EROSION AND SE DIMENT CONTROL ................................................................................... 900- 7 TEMPORARY PAVEMENT MARKING TAPE .............................................................................................. 2200-14 TEMPORARY SEDIME NT BARRIERS ................................................................................................... ....... 2100-22 TEMPORARY SHORING ............................................................................................................. ........................ 700-1 TEMPORARY SU RFACING ........................................................................................................... ................. 800-103 TEMPORARY SUSPENSION OF WORK .................................................................................................. ....... 100-26 TERMINATION OF CONTRACTOR’S LIABILITY AFTER NOTICE OF ACCEPTANCE AND EXCEPTIONS .................................................................................................................... ................... 100-75 TEST METHODS FOR DIVISION 1100, AGGREGATES .............................................................................. 1100- 39 AASHTO TEST METHODS .......................................................................................................... ............ 1100-40 GENERAL TEST METHODS (KT) .................................................................................................... ....... 1100-39 MATERIALS AND RESEARCH CENTER TEST METHODS (K TMR) ................................................. 1100-40 THERMOPLASTIC PAVEMENT MA RKING MATERIA L ........................................................................... 2200-15 THIRD PARTY BE NEFICIARY ....................................................................................................... .................. 100-64 THIRD PARTY PERMITS AND RESTORING WORK AREAS DAMAGED BY THIRD-PARTY PERMITS ....................................................................................................................... ........................ 100-31 TIE BAR INSERTION – REPAIR NEW PCCP ........................................................................................... ....... 500-43 TIES, RIDERS AND ALTERNATE BI DS, COMBINATION BIDS, ................................................................ 100-13 TIME EXTENSIONS IN THE CONTRA CT ADJUSTMENT REQUEST ......................................................... 100-30 TOPSOIL ....................................................................................................................... ....................................... 900-17 TOPSOIL (Mat erials) ........................................................................................................... ................................ 2100-1 TRAFFIC CONTROL See WORK ZONE TR AFFIC CONTROL AND SAFETY ............................................ 800-13 TRAFFIC SIGNALS, ELECTRIC LI GHTING SYSTEM S AND ....................................................................... 8 00-44 TRAFFIC SIGNAL EQUIPMENT, ELECTRIC LIGHTING AND (Mat erials) ................................................. 1700-4 TRAFFIC THROUGH CONSTR UCTION, HANDLING ................................................................................... 100- 32 TRANSPORTING SALVAGEABLE MATERIAL .......................................................................................... 80 0-112 TREES, SHRUBS AND OTHER PLANTS ................................................................................................ ......... 900-19 SUBJECT INDEX I-27 U ULTRATHIN BONDED ASPHALT SURFACE .............................................................................................. .. 600-68 UNACCEPTABLE WORK; UNAUTHORIZED WORK, CONFORMING WITH PLANS AND SPECIFICATIONS ................................................................................................................ ....................... 100-39 UNCLASSIFIED EXCAVAT ION ....................................................................................................... ................ 200-13 UNDERDRAINS, CLEANING EXIS TING STRUCTUR ES AND .................................................................. 8 00-110 UNDERDRAINS.................................................................................................................... .............................. 800-63 UNDERSEALING .................................................................................................................. ............................. 800-90 UNKNOWN HAZARDOUS MATERIALS ................................................................................................... ..... 100-59 USES OF PIPE .................................................................................................................. ................................... 1900-1 V VALUE ENGINEERING OR COST RE DUCTION PROPOSAL ..................................................................... 100-47 W WARM MIX ADDITIVES (Materials) ................................................................................................ ................ 1200-3 WARNING LIGHTS ................................................................................................................ ............................ 1700-7 WATER BORNE ACRYLIC FINISH COAT ............................................................................................... ...... 1800-8 WATER FOR MISCELLANEOUS USES .................................................................................................. ........ 2400-2 WATER FOR USE WI TH CEMENT ..................................................................................................... ............. 2400-1 WATER POLLUTION CONTROL MANAGER ............................................................................................... ... 900-1 WATER SYSTEMS ................................................................................................................. ............................ 900-28 WEED CONTROL FABRIC ........................................................................................................... .................. 2100-19 WELDED STEEL WIRE FABRIC FOR CON CRETE REINFORCEME NT ..................................................... 1600-7 WELDED STUD SHEAR CONNECTORS .................................................................................................. .... 1600-28 WITHDRAWING PROPOSALS BE FORE THE LETT ING .............................................................................. 100-17 WITHDRAWING PROPOSALS FOR BID MI STAKES AFTER TH E LETTING ............................................ 100-17 WOOD FENCE POSTS .............................................................................................................. ......................... 2300-6 WOOD POSTS .................................................................................................................... ................................. 2300-1 WORK CLASSIFICATIONS OF WORK (PREQUA LIFYING CONTRACT ORS) .................................................. 100-9 COMPLETING WORK EARLY-IN CENTIVE AWAR D ........................................................................... 100-70 CONFORMING WITH PLANS AND SPECIFICATIONS; UNACCEPTABLE WORK; UNAUTHORIZED WORK ............................................................................................................. ...... 100-39 CONTROL OF WORK ............................................................................................................... .................. 100-35 EXAMINING BIDDING PROPOSAL FORM AND PROJECT SITE, INCLUDING EXPLORATORY WORK DOCUMENTS ................................................................................................................ .......... 100-14 EXTRA WORK .................................................................................................................... ........................ 100-26 FAILURE TO COMPLETE WORK TIMELY-LIQ UIDATED DAMAGES AND DISINCENTIVE ASSESSMENTS ................................................................................................................... ................. 100-70 LIABILITY FOR DAMAGE TO WORK/PROJE CT ................................................................................... 100-34 MAINTAINING AND PROTECTING THE WORK AND INFRASTRUCTURE ..................................... 100-30 PLANS AND WORKING DRAWINGS .................................................................................................... .. 100-43 PROGRESS SCHEDULE OR NE TWORK SCHEDU LE ........................................................................... 100-65 SCOPE OF WORK ................................................................................................................. ...................... 100-24 TEMPORARY SUSPENSION OF WORK .................................................................................................. 100-26 THIRD PARTY PERMITS AND RESTORING WORK AREAS DAMAGED BY THIRD-PARTY PERMITS ....................................................................................................................... ........................ 100-31 WORK ZONE TRAFFIC CONTROL AND SAFETY ........................................................................................ 8 00-13 WORKING DAY CONTRA CTS ......................................................................................................... ................ 100-68 Z ZINC COATINGS ................................................................................................................. ............................. 1600-39
Source: Kansas Standard Specifications for State Road and Bridge Construction, 2015 Edition. Pages 942–978 of 978.