FY_18_Asphalt_SOW_18_June_18.pdf

INDEX-1

PART IV SPECIFICATIONS

REPAIR/REPLACE IMPROVED SURFACES at FORT LEONARD WOOD, MISSOURI, AND THE FORT

LEONARD WOOD LAKE OF THE OZARKS RECREATION AREA

INDEX

SECTION NO. DESCRIPTION

DIVISION 1 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 33 00 Submittal Procedures

DIVISION 2 - SITE WORK

32 01 13.35 Coal Tar Emulsion Slurry 32 01 13.64 Bituminous Spray Applications 32 01 13.65 Asphalt Slurry Seal 32 01 16.71 Cold Milling of Bituminous Pavements 32 01 17.61 Sealing of Cracks In Bituminous Pavements 32 11 23.24 Aggregate Surface Course for Road Shoulders 32 11 27 Excavation and Preparation of Subgrade and Base Course 32 12 11 Bituminous Surface Treatment 32 12 11.25 Repair of Bituminous Pavements 32 12 15.13 Hot-Mix Asphalt (HMA) For Airfields 32 12 16 Hot-Mix Asphalt (HMA) For Roads 32 17 23 Pavement Markings

01010-1

REPAIR/REPLACE IMPROVED SURFACES

SECTION 01 11 00

SUMMARY OF WORK

1.1 DESCRIPTION OF WORK:

1.1 Work to be Done: The work consists of furnishing all plant, labor, equipment, supplies, and materials, and performing all work in accordance with these specifications and drawings as indicated at Fort Leonard Wood, Missouri.

1.1.2 Location: The site of the proposed work is in the Training Area and Cantonment Area of the Fort Leonard Wood Military Reservation, Fort Leonard Wood, Missouri, and at the Fort Leonard Wood Recreation Area at the Lake of the Ozarks, Linn Creek, Missouri.

1.2 PRINCIPAL FEATURES: The work to be performed will include, but not be limited to, providing and replacing asphalt surfaces and other miscellaneous items in accordance with (IAW) the attached Task List in Technical Exhibit A and specifications. This contract will be a delivery order style contract. All work required shall be on a requirement basis as directed by the Contracting Officer on a delivery order. The Contractor will be paid only for actual quantity of work performed for each Task Item.

1.3 SEQUENCE OF WORK: The area concerned in this project is Government owned and will be in use during the course of this project.

1.4 SCHEDULING:

1.4.1 The Contractor shall schedule all activity at the job site through the DPW Contract Inspection Branch a minimum of 24 hours in advance of work.

1.4.2 Contractor shall schedule his working hours to coincide with the working hours of the military reservation. Normal working hours of the reservation are 7:30 a.m. to 4:00 p.m., Monday thru Friday, legal public holidays excepted. The Contractor shall not perform work on the reservations beyond the aforementioned working hours without the written approval of the Contracting Officer.

1.4.3 If the Contractor, for his convenience, desires to perform work during other than normal working hours or on other than normal workdays, he shall notify the Contracting Officer and the Directorate of Public Works Inspection Branch at least 72 hours in advance. The Contractor shall not perform work beyond the normal working hours or normal workdays without written approval of the Contracting Officer and the DPW Inspection Branch approval. The Contractor shall reimburse the Government for any additional expense occasioned the Government thereby, such as, but not limited to, overtime pay for Government inspectors, utilities service, etc.

1.4.4 Time extensions due to adverse weather, increase in scope of work (SOW), and material lead time, or reprioritization of contract by Contracting Officer must be received in writing prior to scheduled completion date.

1.5 UTILITY INTERRUPTIONS: Coordinate with the Contracting Officer, DPW Contract Inspection Branch, and the user for any utility work that interrupts service to the facility, any area outside the facility, or any real property facility.

Establish a schedule of interruptions listing starting and ending times of disconnection 48 hours prior to interruption.

1.6 FIELD MEASUREMENTS: The Contractor shall verify all measurements at the project site and shall be responsible for all dimensions, fittings, and the proper installation of all materials and equipment specified.

1.7 PERMITS: The Contractor shall be responsible for obtaining permits for each worksite.

1.7.1 Digging: A digging permit is required prior to ANY earthwork operations. The DPW Contract Inspection Branch will assist the Contractor in obtaining this free permit.

01010-2

1.7.2 Land Disturbance: A land disturbance permit is required for any projects that disturb one (1) acre or more. Land disturbance is defined as any activity that disturbs the roots of vegetation such as clearing, grubbing and grading. The Contractor shall apply for the permit from the Missouri Department of Natural Resources (MODNR), after the FLW Environmental Office has approved the permit application. MODNR by law may take up to 180 days to review and issue a permit. Copy of the permit shall be forwarded to the DPW Environmental Office. The Contractor shall not begin land disturbance operations until they have received and complied with the MODNR permit. MODNR charges a fee for the permits.

1.7.3 Hot Work Permit: The Contractor shall obtain a written “Hot Work Permit” (DA Form 5383-R) prior to commencing all hot work outside an approved shop area. Permits will be issued by the FLW Fire & Emergency Services at Fire Station #1, Bldg. 580, Phone: (573) 596-0883. The Contractor shall be liable for any fire loss to Government property attributable to negligence on the part of the Contractor, including failure to comply with fire prevention measures prescribed by terms of this contract. The Inspection Branch will assist the Contractor in obtaining this free permit

1.7.4 Confined Space Permit: The Contractor shall obtain a written “Confined Space Permit” prior to commencing all confined space activity above and/or below ground. Title 29 CFR 1910.146 OSHA (Confined Space Entry) and FLW Regulation 385-7 sets forth the definition of confined spaces and establishes responsibility and procedures for protection of personnel that shall be entering, work in, and existing confines space. If a permit is required the Contractor shall contact the FLW Fire Department, Fire Station #1, Assistant Chief of Operations, Bldg 580, Phone: (573) 596-0883 prior to, and after the permit required entry is conducted. The Contractor shall keep the permit copy within the work area until all workers have been accounted for after completion of the workday. The Inspection Branch will assist the Contractor in obtaining this free permit.

1.8 SAFETY REQUIRMENTS:

1.8.1 General Safety: During progress of work, the Contractor shall protect all personnel, whether Government or civilian, from any and all safety hazards caused by the construction operations. The contractor shall follow all Federal, State and local laws in accordance with 29 CFR 1910 (General Industries Standards), and 29 CFR 1926 (Construction Standards).

1.8.2 Fire Prevention: The current version of FLW Regulation 420-2 “Post Fire Regulations” is by this reference made a part of this solicitation and resultant contract. The Contractor’s operation shall conform to all applicable portions of this document. All personnel entering on duty as Contractor’s employees shall be instructed in the fire prevention program of the Post and shall be advised of the requirement of the Post Fire Regulations as they pertain to this particular contract.

1.8.3 Traffic: Control Contractor shall provide all temporary signs and markers as necessary to maintain safety in the worksite. All signs shall conform to the latest edition of the Manual of Uniform Control Devices (MUTCD) and shall be coordinated with, and approved by, DPW Inspection Branch. Contractor shall ensure road user movement is inhibited as little as practical.

1.9. SPECIAL REQUIREMENTS:

9.1 Use of Fire Hydrants: The temporary use of fire hydrants as sources of water is not authorized without prior approval by the Fire Department, 596-0886. Fire hydrant connections shall include an approved backflow preventer. Use of backflow preventers must comply with Missouri Department of Natural Resources, Division 60, Public Drinking Water Program, Chapter 11 – Backflow Prevention, Title 10CSR60-11. Government furnished backflow preventers shall be utilized and are available at Bldg. 1601, Water Treatment Plant on a first come basis.

The Contractor shall be required to sign a hand receipt prior to obtaining a backflow preventer. The Contractor shall be accountable to return the checked out backflow preventer equipment undamaged and as soon as possible. The contractor shall furnish and use an approved fire plug wrench to open and close the hydrant. Pipe wrenches shall not be used. When the hydrant is not being used it shall be shut off. When the need for the hydrant is finished, the hydrant shall be shut off, the temporary connection and backflow preventer shall be removed, the fire hydrant caps shall be replaced and the Fire Department shall be notified that the hydrant will no longer be used.

01010-3

1.10. SECURITY:

1.10.1 In unoccupied facilities, the Contractor shall be responsible for the security of the facility; i.e., all exterior doors shall be locked, windows closed and locked, etc.

1.10.2 The Contractor shall not be on site without prior notification to the DPW Contract Inspection Branch.

1.10.3 Contractor personnel shall have valid civilian ID’s.

1.11 APPLICABLE PUBLICATIONS/REFERENCES: The publications referenced herein after shall be the most recent at the time of solicitation, unless otherwise specified at the beginning of each Specification Section under paragraph 1.

APPLICABLE PUBLICATIONS and or REFERENCES.

1.12 WORKSITE HOUSEKEEPING:

The Contractor shall remove all trash and disposal material from the worksite before the end of each day, to the extent it is consistent with standard construction practices on Government work sites. The Contractor shall take all possible precautions to maintain the work site, at all times, in a condition that will prevent damage or injury to person or property, Government or otherwise. The above precautions shall include protection from weather conditions. The Contractor shall be responsible for all damages caused by the negligent acts or omissions of his employees, sub-contractors, or agents during Contract performance.

1.12.2 Materials to be used within 1 week of delivery and scrap material to be used as work progresses shall not be required to be in screened area. However, all such items shall be placed in an orderly manner (i.e. dirt, rock, etc., in piles and stackable items such as pipe, brick, lumber, etc., stacked off the ground on pallets in an orderly manner).

1.12.3 Grass and weeds at work/storage site shall be kept at a height of 4”or less. Work site/storage site shall be policed for trash and disposal material a minimum of once per day.

1.12.4 All trailer and material storage sites shall have an identification board/sign, with company and job name on it, i.e. ABC Construction – ABC building complex. Signs shall meet the following criteria: min 3’ X 3’ max of 4’ X 8’ in size, 3” high legible print, and be approved by DPW Inspection Branch.

1.13 RESPONSIBLITY FOR DAMAGE

1.13.1 Damage to Personal Property: The Contractor shall be solely responsible for all damage to Government and occupant personal property caused by the Contractors’ personnel, subcontractors, his agents, or by the performance of his work.

1.13.2 Damage by Negligence: Damage resulting in gas leaks, electrical outages, loss of heat during cold weather, water leaks, unsecured facilities, weather damage, or oil/hazardous waste spills shall be responded to by the Contractor within 2 hours and repaired within one workday. If the Contractor fails to comply with these requirements, the Government reserves the right to repair the damage and charge the cost to the Contractor. Contractor shall protect all areas through which he will be transporting demolition debris or construction materials. Any damaged turf, sidewalks, roads, vegetation, site amenities, etc., shall be replaced or repaired by the Contractor prior to final Contract closeout.

1.14 DISPOSAL OF MATERIALS: All materials removed and not reused or designated as salvage material in this project shall become the property of the Contractor, unless otherwise specified, and shall be the Contractor's responsibility for lawful disposal.

14.1 The Contractor may use the Fort Leonard Wood Compost area for the disposal of wood chips, leaves, and grass clippings generated by this project.

01010-4

14.2 All other wastes generated during Contractor operations shall be disposed of off post by the Contractor at his/her expense.

14.2.1 The disposal of demolition waste is regulated by the Missouri Department of Natural

Resources under Chapter 260, Revised Statutes of Missouri and 10 Code of State Regulations Chapter 80-

4. Such waste, in types and quantities established by the Department, shall be taken to a demolition landfill or a sanitary landfill off of the Installation for disposal. The Contractor shall provide any information requested by the landfill operator to complete forms required by the Missouri Department of Natural Resources or other Government-required landfill records.

14.2.2 Wastes classified as hazardous wastes under the Resource Conservation and Recovery Act shall be disposed of off the installation, unless otherwise specified in this contract. No hazardous waste shall be disposed of without prior review of the disposal documents, and the approval of the Contracting Officer and the Directorate of Public Works Environmental Coordinator, or his designated representative.

The Contractor shall provide an original copy of the disposal document from the approved EPA or State permitted disposal facility for each shipment of hazardous waste generated in this project to the Contracting Officers Representative.

1.15 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES:

1.15.1 All Contractor and sub-contractor personnel performing tasks on this SOW shall comply with all applicable installation, facility and area commander installation/facility access and local security policies and procedures which will be provided to the Contractor by a Government representative upon written request to the Contracting Officer. Contractor shall provide all information required for background checks to meet installation access requirements as performed by the installation Provost Marshal Office, Director of Emergency Services or Security Office. Requesting Contractor shall submit request for installation pass to the KO at https://vcc1.icmvcc.com/im3500/. There is no charge to the Contractor for this pass. Contractor personnel shall comply with all personal identity verification requirements as directed by DoD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of the base contract to this task order, should the Force Protection Condition (FPCON) at any facility or installation change, the Government may require changes in Contractor security matters or processes.

1.15.1.1 In the event that the automated system at https://jkodirect.jten.mil is not available (e.g., server problems), Level I AT Awareness Training can be provided by a qualified instructor. However, if the training is not completed online, the Level I AT Awareness Instructor qualification must be coordinated with the Installation Antiterrorism Officer (or Installation Security equivalent) and the resultant name(s) of approved instructors shall be provided to the KO.

1.15.2 Antiterrorism (AT) Level I Training: All contractor and sub-contractor employees requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training available at https://jkodirect.jten.mil.Users need to enroll in "Course #JS-US007-14" to receive credit for the training within 10 calendar days of contract award; or for new employees within 10 working days of beginning performance on this contract. Contractor shall submit certificates of completion for all personnel to the KO within five calendar days of completion of the training. There is no charge to the Contractor for this training. The burden to complete this training is approximately 1-hour per employee.

1.15.3 iWatch Training: Within 10 calendar days of contract award and within 10 calendar days of new

Contractor employees commencing work on this contract, all Contractor and sub-contractor employees shall review the FLW Directorate of Emergency Services (DES) web link for iWatch training located at http://www.wood.army.mil/LEC/iWatch/iWatch.htm. This locally developed training will inform employees of the types of behavior to watch for and how to report suspicious activity. Suspicious activity shall be reported to the KO.

There is no charge to the Contractor for this review. The burden to complete this training is approximately 20-minutes per employee.

1.15.4 OPSEC Standard Operating Procedure/Plan (SOP): The KO will ensure the contractor (after selected) is aware of the MSCoE OPSEC Plan and is in compliance with the MSCoE OPSEC Plan during contract https://jkodirect.jten.mil/ https://jkodirect.jten.mil/

01010-5 performance.

1.15.5 OPSEC Training: New contractor employees must complete Level I OPSEC training within 30 calendar days of their reporting for duty in accordance with AR 530-1. All contractors shall complete annual OPSEC Awareness training if the contract duration is longer than 30-days. MSCoE OPSEC Officer will provide training. Coordination of training shall be through the DPW Inspection Branch. Proof of training, including a detailed listing of attendees, shall be provided to the KO. A nominal fee shall be charged to the Contractor for this training equal to 1-hour of Government time. The burden to complete this training is approximately 1-hour per training evolution. There are no restrictions to number of attendees in a given training evolution.

1.15.5.1 All costs associated with employee training and review must be included in the CLIN prices bid/offered for the underlying requirement. No other payments are authorized.

1.15.5.2 Contractor shall reimburse the Government for classroom OPSEC training. The established fee is $30 per face-to-face training session conducted. Contractor personnel may all attend the same training session; however, in the event of new hires, additional session(s) shall be required. Contractor shall submit payment to the US Treasury, Attention: Budget Officer, MSCoE G-8, 14000 MSCoE Loop, Ste. 335, Fort Leonard Wood, MO 65473.

16 PRICE ADJUSTMENT:

1.16.1 Adjustments will be made to the unit price and extended to the total price paid to the Contractor Tasks 1, 2, 3, 4, 5, 6, 7, 19, 29, 30, 44, 101, 102, 103, 104, 105, 106, 107, 119, 129, 130,144, 201, 202, 203, 204, 205, 206, 207, 219, 229, 230 and 244 if the latest Monthly Fuel Index and/or Asphalt Price Index, as posted on the MODOT website, on the date a Delivery Order is issued, has fluctuated upward or downward by at least 3 percent from the indexes posted on said website on the date of the bid opening for this contract.

1.16.1.1. The price adjustment, if any, will be made using the information posted to the MODOT website located at: http://modot.org/business/contractor_resources/bidOpenIndex.shtml. Once at the site the Contracting Officer shall select the latest Bid Letting Date that has posted indexes and then select the links “Asphalt Price Index” and “Monthly Fuel Index”. The price adjustments will be calculated as described in Paragraphs 16.2 and 16.3. The price adjustments for fuel and asphalt will then be added to or subtracted from the Unit Price for the Bid Items listed above in this paragraph that are used in the issued Delivery Order for the work being performed. The price adjustments may result in an increase or decrease in the unit price of the Bid Items depending on the change in the indexes.

1.16.2 Price Adjustment for Fuel: The price adjustment for fuel used in application of asphalt will be based on a Fuel Usage Factor for Production of 2.65 gal/ton of Total Mix and a Fuel Usage Factor for On-Road Hauling of

0.67 gal/ton of Total Mix for a total Fuel Usage Factor of 3.32 gal/ton. This factor will be divided by 9 (nine) to give a factor of 0.37 gal/sq. yd. for a 2” asphalt course. A factor of 0.74 gal/sq. yd. will be used for a 4” asphalt course. The Fuel Usage Factor in gal/sq. yd. will be multiplied by the change in the Monthly Fuel Index as described in Paragraph 16.1. The resulting price adjustment will then be applied to the Unit Price for the appropriate Bid Items.

A = B X (C – D)

Where: A = Adjustment for fuel used in application of asphalt

B = Fuel Usage Factor (0.37 for 2” course of asphalt, 0.74 for 4” course of asphalt)

C = Monthly Fuel Index on the date a delivery order is issued

D = Monthly Fuel Index on the date of bid opening for this contract.

1.16.3 Price Adjustment for Asphalt: The price adjustment for asphalt will be applied to the actual amount of

01010-6 asphalt binder used by the Contractor for the Bid Items listed in Paragraph 16.1. The change in the Asphalt Price Index, as described in Paragraph 16.1.1, will be divided by 9 (nine) to obtain a price/sq. yd. for a 2” asphalt course.

The adjustment factor for a 4” asphalt course shall be calculated by dividing the change in the Asphalt Price Index by 4.5. The percentage of virgin asphalt as shown in the job mix formula submitted by the Contractor, in accordance with Sec 403 of the Missouri Standard Specifications for Highway Construction (1993) will be the basis for adjustments for any asphalt mix type placed. The effective asphalt obtained from the use of recycled asphalt pavement (RAP) will not be eligible for adjustment. To determine the adjustment for asphalt the following formula will be used. The resulting price adjustment will then be applied to the Unit Price for the appropriate Bid Items.

A = B X (C – D) / 9; for a 2” asphalt course

A = B X (C – D) / 4.5; for a 4” asphalt course

Where: A = Adjustment for asphalt

B = % of virgin asphalt binder as listed in the job mix formula in use

C = Asphalt Price Index on the date a delivery order is issued

D = Asphalt Price Index on the date of bid opening for this contract.

1.16.4 Price Adjustment Modifications: Issuance of a delivery order shall constitute notice to proceed. In the event there is an excusable delay of at least 30 days between the date the Delivery Order is issued and the work start date either the Contractor or the Government may request a modification based on significant changes in the Monthly Fuel Index and/or Asphalt Price Index, as posted on the MODOT website, since the Delivery Order was issued. For the purposes of this paragraph a significant change is a fluctuation upward or downward by at least 3 percent from the indexes posted on said website on the date the delivery order was issued. The parties will bilaterally negotiate the work commencement date for purposes of calculating any adjustments. No further adjustments will be permitted for changes between the negotiated date and the actual date that work commences. No work will proceed until the modification has been issued by the Contracting Officer. The price adjustments will be made as described in Paragraphs 16.2 and/or 16.3 except the indexes on the date the Delivery Order was issued will be substituted for the indexes on the date of the bid opening for this contract as illustrated in Paragraphs 16.4.1 and

16.4.2 .

1.16.4.1 Price Adjustment for Fuel:

A = B X (C – D)

Where: A = Adjustment for fuel used in application of asphalt

B = Fuel Usage Factor (0.37 for 2” course of asphalt, 0.74 for 4” course of asphalt)

C = Asphalt Price Index on the date a delivery order is issued

D = Monthly Fuel Index on the date the Delivery Order was issued.

1.16.4.2 Price Adjustment for Asphalt:

A = B X (C – D) / 9; for a 2“ asphalt course

A = B X (C – D) / 4.5; for a 4” asphalt course

01010-7

Where: A = Adjustment for asphalt

B = % of virgin asphalt binder as listed in the job mix formula in use

C = Asphalt Price Index on the date a delivery order is issued

D = Asphalt Price Index on the date the Delivery Order was issued.

17 SUBMITTALS:

17.1 A traffic control plan for each operation or site, in sufficient detail to define temporary traffic patterns, areas to be closed, and measures to be taken to reroute traffic and to maintain the safety of the public and workmen.

01 33 00-1

SECTION 01 33 00

SUBMITTALS PROCEDURES

1. General: All items of equipment and/or materials that are defined or described in the contract require submission in accordance with this section. Brochures, samples, certificates of compliance, test reports, as applicable, shall be submitted by the Contractor to the Contracting Officer, and approval given by the Contracting Officer before any equipment or material is installed under this contract.

1.1. All of the data required shall be submitted at one time. Approval of materials and equipment will be withheld until all of the required information has been submitted and is in the hands of the Contracting Officer.

All submissions must be in sufficient detail to adequately determine that the item will meet the requirements of this specification.

1.2. All submittals shall be transmitted to the Contracting Officer for review and approval within 30 calendar days after contract award date on Engineer Form 4025 in quadruplicate. The forms shall be completed as directed. No submittal will be accepted unless it is on the subject form. The forms will be furnished to the Contractor by the Government. All attachments to the transmittal form, such as catalog cuts, brochures, certif-ications, etc., shall be submitted in four (4) copies.

1.3. The Contractor shall complete and submit to the Contracting Officer for approval, four copies of ENG Form 4288 Submittal register. At a minimum, the submittal register shall include a listing of all items listed in paragraph 2 of this section. This submittal register shall be provided with the initial set of submittals the Contractor submits for approval. ENG form 4288 will be furnished to the Contractor by the Government. This register will be maintained by the Government to insure that all required materials are submitted and approved IAW the contract requirements.

1.4. Scheduling: A minimum of 14 calendar days will be scheduled for review and approval of material submittals and possible resubmittal of any items subject to approval. For shop drawings submittals, a minimum of 21 calendar days will be allowed for review, approval, and possible resubmittal.

2. MATERIAL APPROVAL SUBMITTALS: At a minimum the following list of materials will require approval under the Contract Clause, FAR 52.236-5, titled Material and Workmanship. Additional materials requiring approval may be listed in other sections of the specifications. The Contracting Officer may require submission of additional materials as deemed necessary. If additional items are required to be submitted a revised ENG form 4288, SUBMITTAL REGISTER, shall be prepared by the Contractor and submitted with the additional material submittals. The Contractor shall not proceed with any work using materials that are subject to approval, until materials are approved.

2.1. SECTION 01 11 00: SUMMARY OF WORK:

2.1.1. Traffic control plan for each operation or site.

2.1.2. Adhesive-backed reflectorized temporary centerline markers

2.2. SECTION 32 01 13.35: COAL TAR EMULSION SLURRY:

2.2.1. A copy of the mixture proportions that meet all the requirements of this specification.

2.2.2. The material supplier's statements that the supplied material meets the specified requirements. Each certificate shall be signed by an official authorized to certify on behalf of the material supplier and shall identify the quantities and dates of shipments or deliveries to which the certificates apply.

2.2.3. A detailed description of the machines that will be used to mix and place the seal coat.

2.3. SECTION 32 01 13.64: BITUMINOUS SPRAY APPLICATIONS:

01 33 00-2

2.3.1. Manufacturer's descriptive data: asphalt emulsions

2.3.2. Equipment and methods for application of bituminous spray applications.

2.3 SECTION 32 01 13.65: ASPHALT SLURRY SEAL:

2.3.1. Details and data on the make, type, and capacity of the slurry seal machine.

2.3.2. Mix design for the slurry seal mixture

2.3.3. The material supplier's statement that the supplied material meets specified requirements.

Each certificate shall be signed by an official authorized to certify on behalf of material supplier and shall identify quantity and date or dates of shipment or delivery to which the certificates apply.

2.4. SECTION 32 11 23.24: AGGREGATE SURFACE COURSE FOR ROAD SHOULDERS:

2.4.1. Sieve analysis of aggregate.

2.4.2. Source of aggregate.

2.4.3. Results of wear tests.

2.5. SECTION 32 11 27:EXCAVATION AND PREPARATION OF SUBGRADE AND BASE COURSE:

2.5.1. Baserock: sieve analysis

2.5.2. 3-inch clean rock: 10 lb. sample and sieve analysis

2.5.3. PVC pipe: manufacturer’s descriptive data for pipe and fittings

2.6. SECTION 32 12 11: BITUMINOUS SURFACE TREATMENTS:

2.6.1. Sieve analysis and test reports for aggregate.

2.7 SECTION 32 12 15.13: HOT-MIX ASPHALT (HMA) FOR AIRFIELDS

2.7.1 Product Data

2.7.1.1 Mix Design: Submit proposed JMF.

2.7.2 Test Reports

2.7.2.1 Aggregates

2.7.2.2 QC Monitoring: Submit aggregate and QC test results.

2.10 SECTION 32 12 16: HOT-MIX ASPHALT (HMA) FOR ROADS

2.10.1 Mix Design

2.10.2 Asphalt Cement Binder

2.10.3 Copies of certified test data.

01 33 00-3

2.10.4 Amount, type and description of any modifiers blended into the asphalt cement binder.

2.10.5 Testing Laboratory

2.10.6 Certification of compliance.

2.10.7 Plant Scale Calibration Certification

2.10.8 Equipment for placement and compaction of asphalt concrete.

2.10.9 Herbicide for treating vegetation growing in existing pavement

2.11. SECTION 32 17 23: PAVEMENT MARKINGS:

2.11.1. Test Reports: The Contractor shall furnish laboratory test reports with certification that the following materials meet the specifications:

2.11.1.1. Paint

2.11.2. Drawings depicting shapes and dimensions of arrows and letters.

2.11.3 Certificates

2.11.3.1 Asphalt Cement Binder: Submit copies of certified test data.

2.11.3.2 Testing Laboratory: Submit certification of compliance.

32 01 13.35-1

SECTION 32 01 13.35

COAL TAR EMULSION SLURRY

PART 1 - GENERAL

1.1 REFERENCES: The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by basic designation only.

1.1.1 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM):

ASTM C 136 Sieve Analysis of Fine and Coarse (2014) Aggregates

ASTM C 142 Clay Lumps and Friable Particles (2017) in Aggregates

ASTM D 4866-88 Coal Tar Pitch Emulsion (2017) Pavement Sealer Mix Formulations Containing Mineral

Aggregates and Optional Polymeric Admixtures

ASTM D 2939 Emulsified Bitumens Used as (2003) Protective Coatings

ASTM D 2983 Low-Temperature Viscosity of (2017) Automotive Fluid Lubricants Measured by Brookfield

Viscometer

ASTM D 3320-00 Emulsified Coal-Tar Pitch (2004e1) (Mineral Colloid Type)

1.2 SUBMITTALS: The following shall be submitted in accordance with Section 01 33 00 SUBMITTALS:

1.2.1 A copy of the mixture proportions that meet all the requirements of this specification.

1.2.2 The material supplier's statements that the supplied material meets the specified requirements.

Each certificate shall be signed by an official authorized to certify on behalf of the material supplier and shall identify the quantities and dates of shipments or deliveries to which the certificates apply.

1.2.3 A detailed description of the machines which will be used to mix and place the seal coat.

1.3 EQUIPMENT: Machines, tools, and equipment used in the performance of the work will be approved before the work is started and shall be maintained in satisfactory condition.

1.3.1 Mixing machines for preparing the slurry shall be capable of producing a uniform mixture of sealer and aggregate.

1.3.2 Cleaning equipment shall consist of power brooms, power blowers, power vacuums, air compressors, hand brooms, and other equipment as needed. The equipment shall be suitable for cleaning the surface and cracks in the existing pavement.

32 01 13.35-2

1.3.3 Hand tools shall consist of hand squeegees, shovels, and other equipment as necessary to perform the work.

1.3.4 The Contractor shall furnish all equipment, materials and labor as necessary to calibrate equipment used to place the sealer. Calibrations shall be made with the approved job materials prior to applying the sealer materials to the prepared surface.

1.3.4.1 The application equipment shall be calibrated to ensure that it will produce a sealed surface that complies with the requirements of this specification. All commercial equipment shall be provided with a method of calibration by the manufacturer.

1.4 DELIVERY AND STORAGE: Materials delivered to the site shall be inspected for contamination and damage, unloaded, and stored with a minimum of handling. Aggregates shall be stockpiled to prevent segregation, contamination, or accumulation of excess moisture. Sealer materials shall be stored according to the manufacturer's recommendations. Materials determined by the Contracting Officer to be contaminated, segregated, damaged, or which fail to meet specification requirements shall be removed from the jobsite and replaced at no additional cost to the Government.

1.5 WEATHER LIMITATIONS: Sealer shall not be applied if air or pavement temperatures are below 50 degrees F or if there is any possibility that the sealer will freeze before it has cured, unless otherwise directed by the Contracting Officer. No sealer shall be placed when rain or other impending weather conditions will prevent proper curing of the sealer mixture.

PART 2 - PRODUCTS

2.1 SEALER MATERIALS: The coal tar emulsion sealer material shall meet the requirements as specified in TABLE 1. The coal tar and aggregate shall mix homogeneously to produce a mixture that adequately suspends the aggregate in the mix.

TABLE 1. PHYSICAL PROPERTIES OF SEALER MIXTURES

Property Referenced Requirement Test Method Curing Time, Firm set 8 hours Maximum ASTM D 2939 Resistance to Heat No blistering, sagging or slipping ASTM D 2939 Resistance to Water No blistering, loss of adhesion or tendency to re-emulsify

ASTM D 4866-88

Viscosity of Sealer (all constituents added, excluding sand)

Viscosity shall be a minimum of 700 centipoises at 73.4 plus or minus 3.6 degrees F

ASTM D 2983

2.1.1 The base coal-tar pitch emulsion (mineral colloid type) shall meet the requirements of ASTM D 3320.

2.1.2 The latex rubber additive shall be a copolymer latex containing 30-49 parts acrylonitrile and 70-51 parts butadiene with a minimum solids content of 40 percent. Silicone, as recommended by the latex rubber manufacturer, shall be added at 3 percent by volume of the rubber content.

2.1.3 The water added to the sealer mixture shall be potable. The temperature of the water added during mixing shall be at least 50 degrees F. The pH of the water shall conform to the requirements of the coal tar emulsion manufacturer.

32 01 13.35-3

2.2 AGGREGATE: The aggregate shall be either a natural or manufactured angular aggregate and shall be composed of clean, hard, durable, uncoated particles free from clay and other objectionable material when tested in accordance with ASTM C 142. The aggregate shall meet the gradation in TABLE 2, when tested in accordance with

ASTM C 136.

TABLE 2. AGGREGATE GRADATION

Sieve Size Percent Passing No. 16 100 No. 30 25-85 No. 50 2-10 No. 100 0-2

2.3 SEALER MIXTURE:

2.3.1 Composition: The exact proportions of binder, latex, water, and aggregate to be used in the preparation of the seal shall be determined by laboratory mix design and shall be furnished by the Contractor from an approved laboratory.

2.3.2 Properties: The sealer mixture shall meet all the applicable requirements as outlined in

TABLE 1.

2.4 TEST METHODS: Unless specified otherwise, all material preparation and testing shall occur at normal laboratory conditions of 73.4 plus or minus 3.6 degrees F and at 50 plus or minus 5 percent relative humidity.

2.4.1 Curing time shall be determined in accordance with paragraph 14 (Firm Set) of ASTM D 2939, except as noted. The sealer shall be cured for 8 hours. In preparing the specimens, the mask may remain in place until sealer has set.

2.4.2 Resistance to heat shall be determined in accordance with paragraph 15 (Heat Test) of ASTM D 2939.

2.4.3 Resistance to water shall be determined in accordance with paragraphs 5 and 6 (Resistance to Water Action) of ASTM D 4866-88 using distilled water.

2.4.4 Viscosity shall be determined in accordance with ASTM D 2983. The viscosity shall meet the requirements of TABLE 1.

PART 3 - EXECUTION

3.1 PREPARATION OF SURFACE: Prior to application of the slurry seal, the existing pavement surface shall be cleaned and accumulation of water removed.

3.1.1 All dust, dirt, oil, grease, fuel, loose or flaky traffic paint, and other objectionable material shall be removed from the pavement surface.

3.1.2 The Contracting Officer may direct the Contractor to repair cracks and selected unsatisfactory areas according to Section 32 12 11.25: REPAIR OF BITUMINOUS PAVEMENTS.

3.1.3 All vegetation shall be removed, and these areas treated with a herbicide. The type of herbicide and method of application shall be approved by the Contracting Officer.

32 01 13.35-4

3.1.4 Immediately prior to application of the sealer mixture, the surface of the pavement and all crack faces shall be moistened with a fog spray of water from the spray bar on the sealer machine. No free water shall be on the surface of the pavement following the fog spray. The rate of application of the fog spray shall be adjusted during the day to suit pavement temperature, surface texture, humidity, and dryness of the pavement surface.

3.2 PREPARATION AND APPLICATION OF SEALER:

3.2.1 The sealer mixture shall be prepared in a suitable mixing plant, subject to approval by the Contracting Officer.

3.2.2 The sealer shall be mixed in a suitable plant as described in paragraph EQUIPMENT. The sealer mixture shall be of the desired consistency with no segregation when deposited on the surface of the pavement. No additional elements shall be added. The sealer mixture shall show no signs of uncoated aggregate, or segregation, or premature breaking of emulsion when applied to the pavement surface.

3.2.3 Where small amounts of sealer are required, making mechanical mixing uneconomical, mixing may be accomplished by hand. The preparation requirements are the same as given in the preceding paragraph for mechanical mixing.

3.2.4 Two coats shall be applied with sand at an application rate of 0.20 gallons per square yard.

Each application shall be thoroughly cured before another application is placed. No oversized aggregate particles shall be allowed in the sealer mixture. Streaks shall not be left in the finished surface.

3.2.5 Longitudinal joint between adjacent lanes shall have no visible overlaps, pinholes, or uncovered areas. Thick spots caused by overlapping shall be smoothed immediately with hand squeegees before the sealer mixture cures. Overlaps which occur at transverse joints shall also be smoothed before the sealer mixture cures, so that a uniform surface is obtained which contains no breaks or discontinuities. Joints should be made while the first coat is still workable.

3.2.6 Sealer mixture shall possess sufficient stability so that segregation or premature breaking of emulsion does not occur. The mixture shall be homogeneous following mixing and spreading, free of water or emulsion bleeding.

3.2.7 Areas which cannot be reached with the distributor or areas with minor defects shall have the sealers applied by hand with hand squeegees.

3.3 CURING: Sealed pavement shall be protected from traffic by barricades and markers until the seal has cured a minimum of 24 hours. Areas which are damaged by traffic or from other causes shall be repaired by the Contractor at no additional cost to the Government.

3.4 CLEANUP: On completion of work, all trash, discarded seal material, or other refuse shall be collected and removed from the site and disposed of in accordance with Section 01010: Scope of Work.

3.5 TEST SECTION: Prior to applying the slurry seal, a test section 100 feet long and 20 feet wide shall be placed by the Contractor using the approved mix and equipment in accordance with the specified requirements. The test section will be evaluated for pavement preparation, workability, stability, curing time, application rate, consistency of thickness, surface finish, joint quality, segregation, premature breaking, and bleeding. The test section may be left in place as part of the finished work if it meets the requirements of the specifications. If not, it shall be removed by the Contractor at no additional cost to the Government.

32 01 13.64-1

SECTION 32 01 13.64

BITUMINOUS SPRAY APPLICATIONS

1.1 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

1.1.1 American Society for Testing and Materials (ASTM) Publications:

ASTM D 977 (2017) Emulsified Asphalts

ASTM D 2397 (2017) Cationic Emulsified Asphalts

1.2 EQUIPMENT: Machines, tools, and equipment used in the performance of the work will be approved by the Contracting Officer before the work is started and shall be maintained in satisfactory condition.

1.3 DELIVERY AND STORAGE: Materials delivered to the site shall be inspected for contamination and damage, unloaded, and stored with a minimum of handling. Emulsion shall be stored in a manner to prevent freezing, entrance of water, or breaking of the emulsion. Materials that are determined by the Contracting Officer to be contaminated, segregated, damaged, or which fail to meet specification requirements, shall be removed from the jobsite and replaced with new materials which meet the specifications.

1.4 WEATHER LIMITATIONS: Bituminous spray applications shall not be applied if air or pavement temperatures are below 60 degrees F or if there is any possibility that the application will freeze before it has cured.

No application shall be placed if rain is probable before the application will have sufficient time to cure.

1.5 SUBMITTALS:

1.5.1 Manufacturer's descriptive data: asphalt emulsions

1.5.2 Equipment and methods for application of bituminous spray applications.

2.1 TACK COAT shall be one part water to one part emulsified asphalt.

2.1.1 Bituminous material shall be emulsified asphalt conforming to ASTM D 977, Type SS-1 or SS- 1h; or to ASTM D 2397, Type CSS-1 or CSS-1h.

2.1.2 Water shall be potable.

2.2 PRIME COAT shall consist of emulsified asphalt conforming to ASTM D 977, Type SS-1 or SS-1h; or to ASTM D 2397, Type CSS-1 or CSS-1h.

PART 3 - EXECUTION

3.1 PREPARATION OF SURFACE:

32 01 13.64-2

3.1.1 Prior to application of the tack coat, the existing surface shall be cleaned and any accumulation of water shall be removed.

3.1.2 Prior to application of the prime coat, the base course shall be prepared in accordance with

SECTION 32 12 11.25: REPAIR OF BITUMINOUS PAVEMENTS.

3.2 APPLICATION:

3.2.1 The tack coat shall be uniformly spray-applied at a rate of 0.05 to 0.15 gallons of emulsion/water mixture per square yard.

3.2.2 Prime Coat: The prime coat shall be uniformly spray-applied at a rate of 0.1 to 0.3 gallons per square yard. If an excess of asphalt residue is found on the surface after the emulsion has broken, a very light sand dusting shall be applied to soak up the surplus material.

3.3 CURING: Tack coat and prime coat shall be allowed to break completely before placing any asphalt.

32 01 13.65-1

SECTION 32 01 13.65

ASPHALT SLURRY SEAL

1.1 REFERENCES: The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by basic designation only.

1.1.1 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM):

ASTM C 136 (2014) Sieve Analysis of Fine and Coarse Aggregates

ASTM C 150 (2017) Portland Cement

ASTM D 242 (2014) Mineral Filler for Bituminous (2009) Paving Mixtures

ASTM D 977 (2017) Emulsified Asphalt

ASTM D 2397(2017) Cationic Emulsified Asphalt

ASTM D 2419 (2014) Sand Equivalent Value of Soils (2009) and Fine Aggregate

ASTM D 3910 (2015) Design, Testing, and Construction (2007) of Slurry Seal

ASTM D 4318 (2017) Liquid Limit, Plastic Limit, and (2010) Plasticity Index of Soils

1.1.2 CORPS OF ENGINEERS (COE):

COE CRD C 119 Flat and Elongated Particles in (1953; Rev 1963) Coarse Aggregate

1.2 SUBMITTALS: The following shall be submitted in accordance with Section 01 33 00 SUBMITTALS:

1.2.1 Details and data on the make, type, and capacity of the slurry seal machine.

1.2.2 Mix design for the slurry seal mixture.

1.2.3 The material supplier's statement that the supplied material meets specified requirements.

Each certificate shall be signed by an official authorized to certify on behalf of the material supplier and shall identify quantity and date or dates of shipment or delivery to which the certificates apply.

1.3 DELIVERY AND STORAGE: Materials delivered to the site shall be inspected for contamination and damage, unloaded, and stored with a minimum of handling. Aggregates and mineral fillers shall be stockpiled to

32 01 13.65-2 prevent segregation, contamination, or accumulation of excess moisture. Emulsion shall be stored in a manner to prevent freezing, entrance of water, or breaking of the emulsion. Materials that are determined by the Contracting Officer to be contaminated, segregated, or damaged or which fail to meet specification requirements shall be removed from the job site and replaced at no additional cost to the Government.

1.4 WEATHER LIMITATIONS: Slurry seal shall not be applied if air or pavement temperatures are below 60 degrees F or if there is any possibility that the slurry will freeze before it has cured. No slurry seal shall be placed if rain is probable before the slurry seal will have sufficiently cured to prevent damage.

1.5 EQUIPMENT: Machines, tools, and equipment used in the performance of the work will be approved by the Contracting Officer before the work is started and shall be maintained in satisfactory condition.

1.5.1 The slurry mixing and application machine (slurry seal machine) shall be a self-propelled flow unit capable of accurately delivering a predetermined proportion of aggregate, water, mineral filler, and asphalt emulsion to the mixing chamber and of discharging the thoroughly mixed product on a continuous basis. The machine shall be capable of pre-wetting the aggregate prior to mixing with the emulsion and thoroughly blending all ingredients.

1.5.1.1 The slurry seal machine shall be equipped with a fines feeder that provides an accurate metering device or method to introduce a predetermined proportion of mineral filler into the mixer at the same time and location as the aggregate. The fines feeder shall be used when mineral filler is a part of the aggregate blend.

1.5.1.2 The slurry seal machine shall be equipped with a water pressure system and fog-type spray bar adequate for complete fogging of the pavement surface. The spray bar shall be so mounted on the mixing machine that fogging will immediately precede application of the slurry seal mix.

1.5.1.3 The slurry seal machine shall contain sufficient storage capacity of all materials required to produce a minimum of 5 tons of slurry seal.

1.5.1.4 A variable-width mechanical-type squeegee spreader box shall be attached to the slurry seal mixing machine. The spreader box shall be equipped and maintained with flexible material in contact with the pavement surface to prevent loss of slurry seal from the spreader box on varying grades and crown. The spreader box shall be capable of adjustments to assure uniform spread. The spreader box shall be equipped for lateral distribution of the slurry mixture within the spreader box regardless of spreader box width or crown or bank of the pavement surface. The spreader box shall be kept clean, and buildup of asphalt and aggregate on either squeegee or spreader box shall not be permitted. Burlap drags or other drags shall be provided. The drag shall be cleaned or replaced as needed to prevent accumulations or crust of slurry seal mix on the drag.

1.5.2 Cleaning equipment shall consist of power brooms, power blowers, power vacuums, air compressors, hand brooms, and other equipment as needed. The equipment shall be suitable for cleaning the surface and cracks in the existing pavement.

1.5.3 Hand tools shall consist of hand squeegees, shovels, and other equipment as necessary to perform the work.

PART 2 - PRODUCTS

2.1 Bituminous material shall be emulsified asphalt conforming to ASTM D 977, Type SS-1 or SS-1h; or to ASTM D 2397, Type CSS-1 or CSS-1h.

2.1.1 Emulsified asphalt shall be compatible with the type of aggregate used.

32 01 13.65-3

2.2 Mineral aggregate shall consist of crushed stone, crushed gravel, or crushed slag and shall be clean, sound, and durable. Two or more aggregates from different sources or of different types may be blended to produce the required gradation. When two or more aggregates are so blended, each shall meet the quality requirements stated herein. When tested in accordance with ASTM D 4318, aggregate shall be non-plastic. The aggregate shall have a sand equivalent of 45 or greater when tested in accordance with ASTM D 2419. Aggregate shall conform to the gradation given in Table I when tested in accordance with ASTM C 136.

TABLE I. AGGREGATE GRADATION

Sieve Size Percent Passing 3/8 in. 100 No. 4 90-100 No. 8 65-90 No.16 45-70 No. 30 30-50 No. 50 18-30 No. 100 10-21 No. 200 5-15

2.2.1 Crushed gravel retained on the No. 4 sieve and each coarser sieve shall contain at least 75 percent by weight of crushed pieces having two or more fractured faces with the area of each face equal to at least 75 percent of the smallest mid-sectional area of the piece.