Maintenance Specs.pdf

MISFIRE FUELS REDUCTION

STEWARDSHIP PROJECT

Maintenance Specifications for Roads

(FEB.2011)

Table of Contents

Table of Contents

800 ABBREVIATIONS AND DEFINITIONS

QUANTITY MEASUREMENT TERMS

DEFINITIONS

806 - WEED AND DISEASE PREVENTION (7/2009)

1. DESCRIPTION

2. REQUIREMENTS

3. MEASUREMENT AND PAYMENT

808 WORK AREA MANAGEMENT (5/97)

1. DESCRIPTION

2. REQUIREMENTS

3. MEASUREMENT AND PAYMENT

809 WATERBARS (5/2007)

1. DESCRIPTION

2. REQUIREMENTS

3. MEASUREMENT

4. PAYMENT

810 SLIDE AND SLUMP REPAIR(6/2009)

1. DESCRIPTION

2. REQUIREMENTS

3. MEASUREMENT

4. PAYMENT

811 BLADING (7/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT

4. PAYMENT

812 DUST ABATEMENT (6/2009)

1. DESCRIPTION

2. MATERIALS

3. WEATHER LIMITATIONS

4. EQUIPMENT

5. MAINTENANCE REQUIREMENTS

6. MEASUREMENT AND PAYMENT

813 SPOT SURFACING (7/2009)

1. DESCRIPTION

2. MATERIALS

3. MAINTENANCE REQUIREMENTS

4. MEASUREMENT

5. PAYMENT

814 ASPHALT PAVEMENT PATCHING (5/97)

1. DESCRIPTION

2. MATERIALS

3. MAINTENANCE REQUIREMENTS

4. MEASUREMENT

5. PAYMENT

815 PAVED SURFACE CLEANING (7/2007)

1. DESCRIPTION

2. EQUIPMENT

3. MAINTENANCE REQUIREMENTS

4. MEASUREMENT AND PAYMENT

816 MAINTENANCE OF UNPAVED SHOULDERS (5/97)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT AND PAYMENT

819 RIPRAP (7/2009)

1. DESCRIPTION

2. EQUIPMENT

3. MATERIALS

4. MEASUREMENT

6. PAYMENT

831 DITCH MAINTENANCE AND CONSTRUCTION (6/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT AND PAYMENT

832 REMOVE AND END HAUL MATERIALS (7/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT AND PAYMENT

833 CULVERT REPLACEMENT AND INSTALLATION (9/2009)

1. DESCRIPTION

2. MATERIALS

3. MAINTENANCE REQUIREMENTS

4. MEASUREMENT

5. PAYMENT

834 DRAINAGE STRUCTURE MAINTENANCE (7/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT

4. PAYMENT

835 ROADWAY DRAINAGE MAINTENANCE (7/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT AND PAYMENT

837 DRAINAGE DIP MAINTENANCE AND CONSTRUCTION (6/2009)

1. DESCRIPTION

2. MATERIALS

3. MAINTENANCE REQUIREMENTS

4. MEASUREMENT

5. PAYMENT

838 MAINTENANCE FOR LIMITED USE (7/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT AND PAYMENT

842 CUTTING ROADWAY VEGETATION (6/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

2. MEASUREMENT

3. PAYMENT –

851 LOGGING OUT (6/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT

5. PAYMENT

853 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (7/2009)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT

4. PAYMENT

854 HAZARD REMOVAL AND CLEANUP (5/97)

1. DESCRIPTION

2. MAINTENANCE REQUIREMENTS

3. MEASUREMENT AND PAYMENT

862 MAINTENANCE OF TRAFFIC GATES AND BARRIERS (7/2009)

1. DESCRIPTION

2. MATERIALS

3. MAINTENANCE REQUIREMENT

3. MEASUREMENT

4. PAYMENT

881 MOBILIZATION (5/97)

1. DESCRIPTION

2. MEASUREMENT

3. PAYMENT

882 EQUIPMENT MOVING (5/97)

1. DESCRIPTION

2. REQUIREMENTS

3 MEASUREMENT AND PAYMENT

891 WATER SUPPLY AND WATERING (5/97)

1. DESCRIPTION

2. MATERIALS

3. EQUIPMENT

4. MEASUREMENT

5 PAYMENT

892 BITUMINOUS PRODUCTS (5/97)

1. ASPHALT CEMENTS

2. LIQUID ASPHALTS

3. EMULSIFIED ASPHALTS

4. BITUMINOUS DUST PALLIATIVES

5. CERTIFICATE OF COMPLIANCE

6. APPLICATION TEMPERATURES

7. EQUIPMENT

8. WEATHER LIMITATIONS

893 AGGREGATE (6/2009)

1. GENERAL MATERIAL REQUIREMENTS

2. AGGREGATE FOR HOT BITUMINOUS PLANT-MIX

3. AGGREGATE FOR SPOT SURFACING

894 CULVERT PIPE (3/99)

1. METALLIC-COATED CORRUGATED STEEL PIPE

2. DUAL WALL POLYETHYLENE PIPE

3. WATERTIGHT GASKETS

800 ABBREVIATIONS AND DEFINITIONS

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows: (Reference to a specific standard or specification shall mean the latest addition or amendment thereto in effect on date of Invitation for Bids.)

1. AASHTO - American Association of State Highway and Transportation Officials.

2. CS - Commercial Standard Issued by U.S. Department of Commerce.

3. EPA - Environmental Protection Agency.

4. FAR - Federal Acquisition Regulation System.

5. FED SPEC - Federal Specifications.

6. FSS - Federal Specifications and Standards.

7. MSHA - Mine Safety Health Administration.

8. MUTCD - Manual of Uniform Traffic Control Devices.

9. NBS - National Bureau of Standards.

10. OSHA - Occupational Safety and Health Act.

11. PS - Product Standard issued by the U.S. Department of Commerce.

12. UL - Underwriter’s Laboratories, Inc.

QUANTITY MEASUREMENT TERMS

1. Measurement under the contract shall be according to the United States standard measure.

2. The methods of measurement and computation will be those necessary to accurately determine the quantities of materials furnished and work performed.

3. All items that are measured by the linear foot will be measured parallel to its longitudinal centerline, unless otherwise shown on the drawings.

4. A station when used as a definition of term or measurement will be 100 linear feet.

5. Miles will, in the absence of known distances from existing plans or surveys, be determined by the

Government using a calibrated survey odometer or equal substitute operated on the traveled way at or parallel to road centerline.

6. Single lane mile measurement will mean the product of the road length in miles times the equivalent number of continuous traveled way lanes on the road. On two (2) lane roads, the lane miles will be twice the length of the road segment maintained. On one- (1) lane roads, the added length of turnouts will be determined by using a factor that includes the cumulative length of the turnouts. Unless a different factor is established in Special Project Specifications or listed for each affected one (1) lane road in the Road Listing, forty percent (40%) of the road will be considered as having turnouts; this yields a factor of one point four (1.4) times the length in miles of the road segment maintained. This adjustment applies only to work performed under Section 811.

7. The term “ton” will mean the short ton consisting of 2,000 pounds avoirdupois. Trucks used to haul material measured by truck weight shall be weighed empty at least once daily, and each truck shall bear a plainly legible identification mark. Weigh tickets furnished by the Contractor from certified scales will be used to determine weight measurements.

8. Materials measured by the cubic yard in the hauling vehicle shall be measured therein at the point of delivery. Vehicles may be of any size or type, provided that the box is of such shape that the actual volume may be readily and accurately determined.

9. Measurement by the acre will use the length and width treated. Measurement of width will approximate significant slope breaks, but will not include minor deviations along the slopes. The measured slope distance for width will be multiplied by the length treated and converted to a standard 43560 square foot acreage value of the surface area treated.

10. Volume of bituminous products will be measured at 60 degrees F, using ASTM D-1250 for asphalts except the quantity of emulsified asphalt will be determined by measuring the emulsified asphalt at a temperature of 60 degrees F, or by converting the gallonage measured at another temperature to gallonage at 60 degrees F by means of the following formula:

Gals. at 60 degrees F = Gallons at A degrees F

1+0.00025(A degrees F - 60 degrees F)

In which A degrees F is the temperature of the material at the time the gallonage is measured.

11. The term “lump sum” when used in the Schedule of Items will mean the complete unit as required by or described in the contract.

DEFINITIONS

Wherever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

1. Agreed or Approved - Official agreement or approval by use of a written document issued by the Government. Agreements also require signature of Contractor’s Representative and are dated.

2. Base Course - The layer or layers of specified or selected material of designed thickness placed on a subbase or a subgrade to support a surface course. (See Illustration of Road Maintenance Terms.)

3. Berm - A curb or dike which controls roadway runoff water, or delineates traffic direction. Berms commonly parallel road centerline; however, on Limited Use Roads (Section 838) may be placed diagonally across the roadbed. (See Illustration of Road Maintenance Terms.)

4. Channel - A natural waterway leading into or away from a culvert or bridge.

5. Contract Amendment - A bilateral written supplemental agreement between the Government and the

Contractor, documenting a modification outside the scope of the contract and establishing an equitable adjustment therefor.

6. Contractor - The individual, partnership, joint venture, or corporation undertaking the execution of the work under the terms of the contract.

7. Culvert - Any structure which provides a passageway, drain, or waterway under a road or embankment.

8. Cross ditch - A shallow ditch placed across the roadbed to remove water from the roadbed surface which can be driven across by full-size pickups or other high clearance vehicles; usually placed diagonal to the centerline. (See Section 838.)

9. Lead-off ditch - A ditch used to remove water from roadside drainage ditches, the roadway, cattleguards, or drainage structures such as culverts and drainage dips.

10. Ditch - A relatively long narrow excavation placed to collect or disperse water.

11. Drainage dip - A drainage structure which was previously constructed within the roadbed surface to form a uniform depression which allows routine passage of vehicles while diverting water from the traveled way.

(See Drawing 837-1, Typical Rolling Dip.)

12. Drainage ditch - A ditch located parallel to and abutting the roadbed. (See Illustration of Road Maintenance Terms.)

13. Drainage structure - A term identifying man-made devices placed to control water movements.

14. Drawings - Illustrations showing detailed maintenance required.

15. Equipment - All machinery, operating supplies and tools necessary for the proper performance and acceptable completion of the work.

16. Excess Material - Material from the roadway excess to that needed for maintenance of roadway.

17. Fore slope - The slope of the ditch section nearest to the traveled way. (See Illustration of Road

Maintenance Terms.)

18. Government - The Contracting Officer or the duly authorized Contracting Officer’s Representative (COR) with authority to sign orders.

19. Grade - The vertical alignment of the top surface of the road.

20. Inspector - The Government’s authorized representative designated in writing, assigned to make detailed inspections of contract performance, but not to sign orders to the Contractor.

21. Materials - Any substances specified for use in the performance of the work.

22. Measurement - Method of determining and expressing the quantities of work.

23. Nominal Dimensions or Weights - The numerical values shown on the drawings or in the specifications as measurements for the work.

24. Order - A written order by the Government directing fulfillment of work requirements under the terms of the contract.

25. Original Contract Quantities - Those estimated quantities shown in the Schedule of Items as awarded.

26. Patching - Minor repairs.

27. Paved Surface or Pavement - Denotes asphalt, concrete, or other stabilized materials excluding natural aggregates. Dust palliative treatments are not considered as pavement.

28. Reasonably Close Conformity - Means compliance with customary maintenance tolerances where working tolerances are not specified.

I. Right-of-Way - A general term denoting land, property, or interest therein acquired for or devoted to a road.

30. Roadbed - The portion of a road between the intersection of the subgrade and side slopes, excluding that portion of the ditch below the subgrade. (See Illustration of Road Maintenance Terms.)

31. Road Listing - A preliminary listing of road locations and any established work priorities.

32. Roadside - (See Illustrations of Road Maintenance Terms).

33. Schedule of Items - Schedule containing a listing and description of maintenance items, quantities, units of measure, methods of measurement, unit price, and amount.

34. Shoulder - As used in this contract, the term is restricted to roads having a paved surfacing. (See

Illustrations of Road Maintenance Terms.)

35. Slough or Slide - Material deposited on the roadway which may need to be repositioned or removed.

36. Slump - A localized portion of the roadbed which has slipped or otherwise become lower than that of the adjacent roadbed and constitutes a hazard to traffic.

37. Special Project Specifications - Specifications which detail conditions and requirements peculiar to the individual project.

38. Standard Specifications - Specifications for specific divisions of work.

39. Subgrade - Top surface of roadbed upon which subbase, base course, or surface course was constructed.

(See Illustration of Road Maintenance Terms.)

40. Traveled Way - The portion of the roadway for the movement of vehicles. For purpose of this contract, traveled way includes turnouts and curve widening. (See Illustration of Road Maintenance Terms.)

41. Turnouts - A short auxiliary lane on a one-lane road provided for passage of meeting vehicles.

42. Unit of Measure - The unit and fractions of units shown in the Schedule of Items.

43. Unsuitable Material - Material removed during maintenance which must be disposed of in designated locations. Includes material with substantial amounts of vegetation or other objectionable material.

44. Waterbar - A deeper type cross ditch which is not intended for passage of traffic.

45. Work Schedule - The Contractor’s current schedule for work progression.

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C le ar in g Li m it

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Tr av el ed

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B er m S ur fa ce C ou rs e B as e

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Fi ll

S lo pe

B ac k S lo pe

D ra in ag e D itc h

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S ee d ra w in gs fo r t yp ic al s ec tio ns

X a nd Y d en ot e cl ea rin g ou ts id e of ro ad w ay

N ot e:

Right - of - Way Line

Right - of - Way Line

Clearing Limit

Shoulder

Shoulder

Figure 800-1 - Illustration of road structure terms

806 - WEED AND DISEASE PREVENTION (7/2009)

1. DESCRIPTION

This work consists of washing and treating construction equipment to remove seeds, plants, and plant fragments from the equipment before the equipment is used on National Forest System lands.

2. REQUIREMENTS

a. Notify the CO in writing at least 15 days before moving any construction equipment onto National Forest System lands. Construction equipment does not include cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas outside of National Forest System lands.

b. Perform all work at a location designated on the plans or other locations approved in writing. Provide the

CO with an opportunity to monitor the washing and inspection.

c. Equipment

1. Use a high pressure washing system

2. For work on National Forest System lands, use a washing system that traps all wash water and either stores it for removal from National Forest System lands or recycles the water for continued use. If the equipment recycles the water, provide adequate filters for seed removal. Dispose of the filter material and removed seeds in an approved manner. Do not mix soaps, detergents, or other chemicals with the wash water.

3. For work at a commercial washing facility, use an approved facility.

d. Washing - Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment.

e. Inspection - Inspect the washed construction equipment, including the undercarriage, to ensure that the washing removed the dirt, debris, and seeds from the construction equipment. Rewash the construction equipment as necessary or as directed.

3. MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for meeting requirements of this Section. All work and materials shall be incidental to other paid work in this contract.

808 WORK AREA MANAGEMENT (5/97)

This Section establishes Contractor responsibilities for traffic control and equipment requirements in work areas.

a. Traffic Conditions - Roads other than those listed for work under Section 835 shall be open to traffic with not more than fifteen (15) minutes maximum delay time unless otherwise provided in Special Project Specifications.

b. Work which interferes with use of traveled roadways shall not be initiated or performed until a plan for satisfactory handling of traffic has been approved by the Government.

c. Traffic Control Devices

1. The Contractor shall provide signs and other devices complying with National Standards as contained in Part VI of the Manual of Uniform Traffic Control Devices (MUTCD). Traffic control for occupied work areas shall be in accordance with these specifications. All signs and devices remain the property of the Contractor.

2. Traffic devices shall be kept current with maintenance operation and removed upon its completion.

3. Traffic approaching the work area from either direction and side accesses having standard

Government rectangular -or trapezoidal- shaped route markers with horizontal numbering shall be warned by signing.

4. Required signs may be mounted on portable or temporary mountings. Standard MUTCD shapes, colors, sizes, and legends shall be used.

5. Hazards incidental to the work within or on the traveled way, shoulders, or turnouts shall be marked with hazard identification markers, illuminated beacons, and other MUTCD devices to safely guide road users through the area. Work segments not completed on a daily basis shall be marked appropriately for night travel. Contractor shall obtain authorization before commencing work at night.

6. Advisory speed plates may be used to control traffic through the work area.

d. Flaggers - Properly equipped flag person(s) shall be provided where the traffic is required to stop before proceeding. Traffic shall be stopped in locations which provide width enough for passage of traffic and reasonable protection for vehicles. When flag control is used, advance warning signs are required.

e. Contractor’s Equipment

1. All vehicles and machinery operating on or from the traveled way or road shoulder shall have flashing lights, strobes, or rotary beacons operated continuously while work is in progress. Truck headlights shall be on while operating. Back-up horns shall be required on all self-propelled equipment in excess of 10,000 lbs. gross weight.

2. Vehicles and machinery not currently used in the maintenance operation shall be parked off the traveled way at approved locations to minimize interference with normal use.

No separate measurement or payment will be made for meeting requirements of this Section. All work and materials shall be incidental to paid work in this contract.

809 WATERBARS (5/2007)

This work consists of installing or removing Waterbars in the Roadbed.

a. Waterbars shall be installed on roads shown in the Haul Route and Dust Abatement Plan and in accordance with the attached Drawings and at Locations shown in the Drawings or staked on the ground.

b. All material excavated shall be used in the installation of the Waterbar. Bermed material shall be compacted by operating heavy equipment over the length and width of the Berm.

c. Waterbars shall be removed on roads shown in the Haul Route and Dust Abatement Plan by blading the Berm into the adjacent depression to form a smooth transition along the Traveled Way. The length and width of the fill material shall be compacted by the equipment performing the work.

d. Waterbars may be required to be installed between seasons of use and then removed when haul is resumed. Waterbar installation may also be required when use of a road has been completed.

3. MEASUREMENT

a. Waters installed during haul and post haul maintenance shall not be measured. This work shall be considered incidental to other paid work.

b. Waterbars installed during prehaul road work shall be measured by the total number of units for each item listed in the Schedule of Items completed and accepted.

4. PAYMENT

The quantities measured and accepted will be paid for at the contract unit price shown in the Schedule of Items.

810 SLIDE AND SLUMP REPAIR(6/2009)

a. Slide removal is the removal from Roadway and disposal of any material, such as soil, rock, and vegetation that cannot be routinely handled by a motor grader during Ditch Maintenance, Section 831, and Blading, Section 811.

b. Slump repair is the filling of depressions or washouts in Roadway which cannot be routinely filled by a motor grader during Blading, Section 811.

c. Slide removal and slump repair includes excavation, loading, hauling, placing, and compacting of waste or replacement material and the development of disposal or borrow areas.

2. REQUIREMENTS

a Slide material, including soil, rock and vegetative matter which encroaches into the Roadway, shall be removed. The slope which generated the slide material shall be reshaped during the removal of the slide material with the excavation and loading equipment. Slide material deposited on the fill slope and below the Traveled Way will not be removed unless needed for slope stability or to protect adjacent resources.

b. Surface and Base Courses shall not be excavated during slide removal operations.

c. Slide material which cannot be used for other beneficial purposes shall be disposed of at disposal sites

SHOWN ON THE CONTRACT AREA MAP. Material placed in disposal sites will not require compaction unless compaction is SHOWN ON THE ROAD MAINTENANCE REQUIREMENTS SUMMARY.

d. When filling slumps or washouts, material shall be moved from agreed locations or borrow sites SHOWN ON CONTRACT AREA MAP, placed in layers, and compacted by operating the hauling and spreading equipment uniformly over the full width of each layer.

e. Existing aggregate surfacing shall be salvaged when practical and relaid after depressions have been filled.

f. Damaged aggregate base, aggregate surfacing, and bituminous pavement shall be repaired under Specification 814 Asphalt Pavement Patching.

g. The repaired areas of the slump shall conform to the cross section which existed prior to the slump and shall blend with the adjacent undisturbed Traveled Way.

h. The maximum volume of Purchaser responsibility for slide and slump repair is SHOWN ON ROAD MAINTENANCE REQUIREMENTS SUMMARY. Greater volumes of slide and slump repair not qualifying as Catastrophic Damage are Forest Service responsibility.

a. Unless specifically SHOWN IN THE DRAWINGS or indicated in the Schedule of Items there shall be no separate measurement or payment for meeting requirements of this Section. All work and materials shall be incidental to Section 811- Blading or other paid work in this contract

b. When SHOWN IN THE DRAWINGS or indicated in the Schedule of Items work shall be measured by the total number of units for each item listed in the Schedule of Items completed and accepted.

The quantities measured and accepted will be paid for at the contract unit price shown in the Schedule of Items.

811 BLADING (7/2009)

This work consists of surface blading native or aggregate roadbed where shown in the Haul Route and Dust Abatement Plan or Drawings to a condition to facilitate traffic and provide proper drainage. Blading includes shaping the crown or outsloping of traveled way, road side ditches, swales, shoulders, berms, and drainage dips in accordance with this specification. Work shall also include the maintenance of culverts, catch basins, and inlet basins.

2. MAINTENANCE REQUIREMENTS

a. Timing- Routine surface blading shall be performed during the contract period as ordered by the Government. Contractor shall commence surface blading within two (2) contract days after receipt of written order unless otherwise stated in the order.

b. General

1. The existing traveled way and shoulders, including turnouts unless otherwise ordered, shall be bladed and shaped to produce a surface which is uniform, consistent to grade, and crowned or cross-sloped as indicated by the character of the existing surface unless otherwise shown in the Road Listing, Schedule of Items and as Shown in the Drawings, to at least one half inch (1/2”) per foot of width, but not more than three quarter inch (3/4”) per foot of width. Surfacing materials shall be thoroughly loosened to no less than 2 inch depth or the depth of potholes or corrugations. Scarification to facilitate cutting to the full depth of potholes or corrugations may be elected by the Contractor but will be considered incidental to blading. Scarification shall not go deep enough to cause contamination of the surfacing. See Drawings for minimal blading width and additional requirements.

2. When Section 891 is included in the Road Listing, the Contractor shall apply water during blading when sufficient moisture is not present to prevent segregation. Water supply, hauling, and application shall be in accordance with Section 891 and shall be incidental to blading unless Pay Items for Section 891 are included in the Schedule of Items.

3. Existing native, rock or aggregate surfaced drainage dips shall be shaped incidental to blading to divert surface runoff to existing outlet devices, ditches and discharge locations.

4. The Contractor shall establish a blading pattern which provides a uniform driving surface, retains the surfacing on the roadbed and provides a thorough mixing of the materials within the completed surface width. Upon final blading, no disturbed rock shall protrude more than two (2) inches above the adjacent surface unless otherwise provided in the contract. Material not meeting this dimension shall be removed and placed outside the roadbed so as not to obstruct drainageways or structures. This material may be scattered off the roadbed if there is free drainage.

c. Routine Blading

1. Upon completion of blading, the surfaces shall conform to the dimensions shown in the Drawings.

2. Roadbed width in excess of the dimensions shown shall be shaped only as needed to provide drainage away from the traveled way. Established grasses and other vegetation shall not be removed from the excess width except as incidental to providing drainage or unless otherwise provided in the contract.

d. Compaction

Unless Compaction Method A is included in the Schedule of Items and Road Listing, all traveled ways requiring compaction shall be compacted by Method B. Compaction shall commence immediately following blading.

Compaction methods are:

Compaction Method A: By breaking track while operating equipment on the traveled way.

Compaction Method B: 8-10 ton pneumatic, steel or equivalent vibrating roller, operated to cover the full width five (5) times.

e. Intrusions - Where the minimum width shown in the Special Project Specifications is not available, the Contractor will construct berms where ordered and marked on the ground. Material to provide berms will come from sources designated in the Drawings.

f. Undercutting - Roadway back slope shall not be undercut.

g. Intersections

1. At intersections, the roadbeds of side roads which are not closed or restricted from vehicular use shall be bladed to assure smooth transitions.

2. Field evidence of closure or restrictions shall be considered to be signing, cross ditching in the road surface (traveled way), earth berms or other devices placed to discourage or eliminate use by passenger cars, also roads listed for work under Sections 835 or 838 shall be considered restricted.

3. Side roads listed for work under this Section shall be considered as not restricted.

h. Cleaning of Structures - Materials resulting from work under this Section shall not be allowed to remain on or in structures, such as bridges, culverts, cattleguards, or drainage dips. See the following Sections for additional requirements:

831 – Ditch Maintenance 834 – Drainage Structures 835 – Roadway drainage Maintenance 877 – Drainage Dip Maintenance

i. Berms - Existing berms shall be maintained to the condition of adjacent segments when ordered by the Government.

a. Road blading during haul and post haul maintenance shall not be measured. This work shall be considered incidental to other paid work.

b. Road blading during prehaul road work shall be measured by the total number of units for each item listed in the Schedule of Items completed and accepted.

The quantities measured and accepted will be paid for at the contract unit price shown in the Schedule of Items.

812 DUST ABATEMENT (6/2009)

This work shall consist of preparing Traveled Way and furnishing and applying materials to abate dust. The roads requiring dust abatement, type of dust abatement material to be used, the rates of application, and frequency of applications will be shown in the Haul Route and Dust Abatement Plan may be changed by written agreement.

2. MATERIALS

The dust palliative materials shall be as shown in the road listing unless shown as an option for Contractor's election from the following materials:

a. Water (H2O) for dust abatement will be incidental to hauling under this contract and shall be obtained from sources shown on the Sale Area Map, unless otherwise agreed.

b. Lignin Sulfonate (LIG S) shall be the chemical residue produced as a by-product of the acid sulfite pulping process, and supplies as a water solution. The base solution shall be ammonia, calcium, or sodium and shall be water soluble to allow field dilution. Contractor shall provide certification that:

1. Solids determination has been made in accordance with the modified Technical Association of the

Pulp and Paper Industry Standard T629-M53 or by a specific gravity/percent solids versus temperature graph that correlates with the Standard.

2. The Ph of the delivered material is at 4.5 minimum as determined by AASHTO-T200.

c. Magnesium Chloride (MG CL2) shall be the liquid residue of evaporative mineral recovery processes.

1. The chemical analysis shall meet the following requirements:

Chemical Percent by Weight of Brine

Magnesium (Mg) 7.0 minimum

Chloride (C12) 20.4 minimum Sulfate (S04) 3.5 maximum

Nitrate 5.0 maximum The Ph shall be between 4.5 and 10.0

2. Solids determination shall be made from suppliers provided graph of specific gravity/percent solids versus temperature.

d. Petroleum derivatives shall be used only when shown in the Schedule of Items. Materials, equipment and maintenance requirements are specified in Section 892 and in Special Project Specifications. Materials shown for each listed road in the Road Listing shall be the only acceptable product(s).

3. WEATHER LIMITATIONS

a. Water applications are not limited by weather forecast or temperature.

b. Commercial petroleum palliatives, Lignin Sulfonate and Magnesium Chloride shall be applied only when atmospheric temperature in the shade is a minimum 45 degrees Fahrenheit, and steady or rising. The material shall not be applied when rain is anticipated within twenty-four (24) hours of treatment application.

4. EQUIPMENT

a. Application equipment for spreading commercial palliatives shall be so designed, equipped, maintained, and operated that the material is uniformly applied at the rate and traveled way widths shown in the Road Listing.

b. Dilution of commercial palliatives shall be accomplished within the application vehicle with the water source protected from contamination. The resulting mixture shall be circulated at least five (5) minutes to assure uniform mixing prior to application.

5. MAINTENANCE REQUIREMENTS

a. Water applications shall be limited to abatement for hauling vehicles under this contract and shall be provided at a frequency and rate which controls dust such that vehicle tail lights and turn signals remain visible. Rates of application shall be varied as needed but shall be low enough to avoid forming rivulets.

Frequency of application shall be sufficient to accomplish the abatement without saturating and softening the traveled way. Compacted or glazed road surface or wheel tracks may be loosened as needed for water penetration.

b. Commercial palliatives shall be applied at the rates determined by the Government to be appropriate at the time of application. The Road Listing shows the expected average application rate and may be varied to meet field conditions.

1. Lignin Sulfonate rates of application are shown in the Road Listing as gallons per square yard of the undiluted product at fifty percent (50%) solids.

2. Magnesium Chloride rates of application are shown in the Road Listing as gallons per square yard of the undiluted product at thirty-three percent (33%) solids.

c. Prior to initial application, when needed the road will be ordered bladed and shaped under Section 811, Blading.

d. Required subsequent applications may be applied to the existing road surface without blading unless it is ordered.

e. Contractor shall not apply commercial palliatives in a manner that spatters or mars adjacent structures or trees. Palliatives shall not be placed on or across cattleguards or bridges. Dust abatement material shall be discharged only on roads approved by the Government.

6. MEASUREMENT AND PAYMENT

a. When Lignin Sulfonate is specified in the Schedule of Items, measurement shall be the tonnage of lignin sulfonate solids supplied as determined by manufacturer's certificate or by tests on job samples obtained during application.

b. When Magnesium Chloride is specified in the Schedule of Items, measurement shall be the undiluted tonnage (as corrected to 33 percent solids) as determined by manufacturer's certificate.

c. When Bituminous material is specified in the Schedule of Items, measurement will be measured prior to any ordered dilution by the ton or gallon as provided in the Schedule of Items and the Special Project Specifications.

d. When Water is specified there will be no separate measurement or payment. Work shall be considered incidental to other paid work.

813 SPOT SURFACING (7/2009)

This work consists of placing surface aggregate as shown in the Drawings, staked on the ground, or designated by the Government. It includes preparing the area, furnishing, hauling, and placing all necessary materials and other work necessary to blend with the adjacent road cross section.

a. Materials will be Government furnished when stated in the Drawings or Special Project Specifications.

b. Materials furnished by the Contractor shall conform to the gradation requirements shown in the Special

Project Specifications and the quality requirements of Section 893.

3. MAINTENANCE REQUIREMENTS

a. The area to be spot surfaced shall be thoroughly loosened to a minimum depth of one inch (1”) prior to placement of aggregate.

b. Mixing and Placing

1. When scheduled coincident with work under Section 811, spot surfacing and existing aggregate, when ordered, shall be mixed with water until a uniform mixture is obtained prior to final shaping and compaction.

2. The material shall otherwise be spread on the prepared area in layers no more than four (4) inches in depth. When more than one (1) layer is required, each layer shall be shaped and compacted before the succeeding layer is placed. Upon completion, the spot surfacing shall reasonably conform to the adjacent cross section and provide smooth transitions in the road profile.

3. Unless Compaction Method A is included in the Schedule of Items and Road Listing, all spot rock sections requiring compaction shall be compacted by Method B. Compaction shall commence immediately following blading. Compaction methods are:

Compaction Method A: By breaking track while operating equipment on the traveled way.

Compaction Method B: 8-10 ton pneumatic, steel or equivalent vibrating roller, operated to cover the full width five (5) times.

4. MEASUREMENT

a. The quantity will be the number of tons of aggregate placed as shown in the Schedule of Items.

b. Hauling is considered incidental and included in price for spot surfacing.

5. PAYMENT

The accepted quantities will be paid for at the contract unit prices shown in the Schedule of Items.

814 ASPHALT PAVEMENT PATCHING (5/97)

When required this work consists of patching potholes and skin patching of asphalt surfaces. The work includes preparing the area to be patched, furnishing and placing all necessary materials and work. All areas to be patched will be marked by the Government.

2. MATERIALS

Materials shall be designated in the Schedule of Items.

a. Potholes

1. Existing materials shall be removed to a minimum of two (2) inches or as necessary to reach firm support, but limited to maximum twelve (12) inch depth. If firm support for a patch is not available, the hole shall be barricaded and the Government shall be notified. Prior to Contractor placing any materials, Government will determine corrections to be made.

2. The edges of the prepared hole shall be extended to form a vertical face in unfractured asphalt surfacing. The prepared hole shall generally be round or rectangular in shape and cleaned of all loose material. The bottom and sides shall be sprayed with an emulsified asphalt.

3. Prepared potholes shall be patched or barricaded immediately.

4. The bituminous mixture shall be placed in layers not exceeding four (4) inches. Each layer shall be compacted thoroughly with hand tampers, mechanical tampers, or rollers.

5. Finished surface shall, as a minimum, be compacted with a tamper or a 8- to 10-ton steel roller or comparable vibratory roller. Upon completion, the compacted pothole patch shall be flush with or not more than one quarter (1/4) inch above the level of the adjacent pavement.

b. Skin Patches

1. Prior to skin patching, potholes shall be patched.

2. Minor depressions, light raveling, or surface checking at scattered locations shown on the Drawings or marked on the ground shall be treated by applying a skin patch.

3. Prior to skin patching, the surface shall be cleaned of loose and deleterious material, then sprayed with emulsified asphalt at the rate ordered by the Government. No bituminous mixture shall be placed until the prepared surface is approved by the Government.

4. Bituminous mixture shall be distributed uniformly in layers not to exceed two (2) inches compacted depth. When multiple layers are required, joints shall be offset at least six (6) inches between layers.

5. Each layer shall be compacted with an eight (8) to ten (10) ton steel roller or comparable vibratory roller.

6. The completed patch shall have transitions which shall be at least as smooth as the adjacent pavement after twenty-four (24) hours of exposure to traffic.

c. Disposal - All materials removed from pothole and skin patching operations shall be removed to a disposal site designated by the COR or shown on the drawings.

a. Bituminous Mixture

1. Hot and cold bituminous mixture acceptable placed will be measured by the ton. Bituminous materials incorporated into the mixture will be incidental to the item.

2. Ton Measure - The quantity of mixture will be the number of tons in the accepted work. Any material rejected in the field as not meeting specifications shall be deducted based on estimated quantities.

Rejected quantities shall be reconciled between the Government and the Contractor each day. If not reconciled each day, the Government’s figures will apply.

b. The following work is incidental:

1. Cleaning of surfaces.

2. Haul and compaction of bituminous mixture.

3. Material removal and disposal.

4. Emulsified asphalt used on existing surfaces will be measured by the gallon prior to dilution. Dilution materials shall be considered incidental.

a. The accepted quantities will be paid for at the contract unit price shown in the Schedule of Items.

815 PAVED SURFACE CLEANING (7/2007)

When required this work consists of removing loose material from paved, traveled way, including bridge decks and paved shoulders where shown in the Drawings.

2. EQUIPMENT

a. Equipment shall have the capability of removing all loose material from paved surfaces without damage to the surface.

b. Use of hydraulic flushing equipment will not be permitted within a horizontal distance of two hundred (200) feet from a live stream, unless approved by the Government.

The paved surface shall be cleaned to the width stated in Drawings. Materials shall be moved away from road centerline on double-lane roads. Bridge deck cleaning shall require all materials be moved longitudinally off the deck.

4. MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for meeting requirements of this Section. All work and materials shall be incidental to Section 811- Blading or other paid work in this contract.

816 MAINTENANCE OF UNPAVED SHOULDERS (5/97)

This work consists of maintaining unpaved shoulders adjacent to a paved traveled way. Work area will be identified by the Government or shown in the Drawings.

2. MAINTENANCE REQUIREMENTS

Existing shoulder material shall be bladed and shaped the entire width to drain away from the traveled way.

Vegetative or other unsuitable materials may be bladed onto slopes adjacent to the roadbed unless otherwise required in Special Project Specifications. The shoulder material shall be moistened if necessary for compaction.

The shoulder shall be compacted adjacent to paved surface edge prior to final shaping. Grader wheels may be used for this compaction. Final shaping shall provide a smooth transition to the paved surface edge. Upon completion, the paved surface shall be cleaned of loose materials in accordance with Section 815.

3. MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for meeting requirements of this Section. All work and

819 RIPRAP (7/2009)

When required this work shall consist of furnishing, hauling and placing erosion resistant and protective materials for use on embankments, streambanks, culvert inlets and outlets, channel bottoms and side slopes, abutment wings, structure foundations, and other designated locations shown in the Drawings or staked on the ground.

2. EQUIPMENT

All methods employed in performing the work and all equipment, tools and machinery used for handling the material and executing any part of the work shall be subject to the approval of the Government before the work is started, and whenever unsatisfactory, they shall be changed or improved as required.

3. MATERIALS

Unless shown in the Schedule of Items, all materials shall be furnished by the Contractor and shall meet the following requirements:

a. Riprap

1. Rock used for riprap shall be hard angular rock with a Durability Absorption Ratio greater than 23 or between 10 – 23 if the Durability Index is greater than 52.

2. Durability Absorption Ratio = Durability Index (Course) AASHTO T 210 Percent Aborption + 1 AASHTO T 85

3. Neither the breadth nor thickness of any piece of riprap shall be less than one-third its length. Rock shall be free from overburden, spoil, shale, and organic material; shall meet the following gradation requirements for the class specified; and shall be delivered to designated locatons.

2. Rock for grouted riprap shall be free of fines that prevent penetration of grout.

3. Riprap class and gradation is as follows

TABLE 1 - RIPRAP GRADATION REQUIREMENTS

Class Percent of

Rock by Mass Mass

(pounds) Approximate Min.

Dimension b,c (inches) 20 22 to 33 6 to 8 30 11 to 22 5 to 6 40 1.1 to 11 2 to 5

10a 0 to 1.1 0 to 2 20 55 to 110 8 to 10 30 22 to 55 6 to 8 40 2.2 to 22 3 to 6

10a 0 to 2.2 0 to 3 20 220 to 330 14 to 16 30 110 to 220 10 to 14 40 11 to 110 5 to10

10a 0 to11 0 to 5

20 550 to 770 18 to 20 30 220 to 570 14 to 18 40 22 to 220 6 to 14

10a 0 to 22 0 to 6 20 770 to1353 20 to 24 30 330 to 770 16 to 20 40 33 to 330 7 to16

4a

10a 0 to 33 0 to 7 20 1540 to 2200 26 to 28 30 770 to 1540 20 to 26 40 55 to 1100 8 to 20

10a 0 to 55 0 to 8 20 1870 to 3520 28 to 34 30 1100 to 1870 22 to 28 40 110 to 1100 10 to 22

10a 0 to 110 0 to 10 20 4400 to 5940 35 to 39 30 2200 to 4400 28 to 35 40 220 to 2200 14 to 28

10a 0 to 220 0 to 14 20 7000 to 10000 42 to 47 30 4000 to 7000 35 to 42 40 400 to 4000 16 to 35

10a 0 to 400 0 to 16

4. Each load of riprap shall be well graded from the smallest to the maximum size specified.

5. Furnish spall and rock fragments graded to provide a stable dense mass.

6. The volume of a rock with these cubic dimensions has a mass approximately equal to the specified rock mass.

7. Furnish rock with breadth and thickness at least one-third its length.

b. Grout

1. Grout for riprap shall be delivered to designated sites. Grout for riprap shall consist of concrete containing 5 sacks of cement per cubic yard, aggregate with a maximum size of ¾ inches, and water limited to that necessary to ensure good workability. Reasonably clean and strong aggregate of appropriate size gradation, as approved by the CO, shall be used.

2. A water reducer, set retarder shall be submitted for approval and will include recommended dosage for 2, 3, and 4 hour hauls.

a. The quantity will be the number of cubic yards measured in the hauling vehicles, or tonnage verified by certified weight slips whichever is shown in the Schedule of Items.

b. Hauling is considered incidental when materials are furnished by the Contractor or Government furnished materials. Haul is included in price for supply and installation.

c. Application of grout will be measured by the hour for mixer truck standby starting when application begins.

On site mixing and setup will be considered incidental to grout cost.

6. PAYMENT

The accepted quantity will be paid for at the contract unit price shown in the Schedule of Items.

831 DITCH MAINTENANCE AND CONSTRUCTION (6/2009)

This Section provides for routine maintenance of various types of ditches to provide a waterway that is unobstructed, as shown in the Haul Route and Dust Abatement Plan or marked on the ground. Drainage ditch maintenance is limited to materials contained within the ditch below the elevation of the adjacent edge of the traveled way or shoulder. Work also includes the construction of ditches where shown on the Drawings or staked on the ground.

a. During ditch maintenance care shall be taken to retain existing low growing vegetative cover (primarily grasses and forbs).

b. Ditches shall be maintained by removing rock, soil, wood, and other materials. Upon completion the maintained ditch shall be of the same character as abutting segments that were not required to be maintained.

c. Back slopes shall not be undercut by removal operations.

d. Suitable material up to four (4) inches in greatest dimension removed from the ditches may be blended into existing native road surface and shoulder or placed in designated berm.

e. Material from ditch cleaning operations shall not be blended into or bladed across aggregate surfaced roads nor bladed onto or across bituminous surfaced roads.

f. Material in excess of 2(d) or subject to 2(e) will be ordered hauled to a designated waste area under

Section 832. Excess materials temporarily stored on the ditch slope or edge of the shoulder shall be removed daily.

g. Limbs and wood chunks in excess of one (1) foot in length or three (3) inches in diameter shall be removed from ditches and placed outside the roadway.

h. Paved surfaces shall be cleaned of all materials resulting from Contractor’s ditch maintenance work.

Paved surface cleaning shall be in accordance with Section 815.

i. Lead-off ditches shall be shaped to drain away from the traveled way.

No separate measurement or payment will be made for meeting requirements of this Section. All work and

832 REMOVE AND END HAUL MATERIALS (7/2009)

Work consists of ordered loading, hauling, and placing of slide, slough, or excess materials such as rock, soil, vegetation, and other materials to designated disposal sites.

a. Excess materials generated by work under other Sections of this contract may be ordered for removal, haul, and disposal under this Section. Removal and disposal under all Sections will be ordered without haul when a distance of less than two hundred (200) feet is involved.

b. Slide and slough materials to be removed shall include those in the area extending approximately six (6) feet vertically above the road surface and that area extending not more than four (4) feet down slope from the roadbed. Material shall be disposed of at designated sites as shown on Drawings or identified in Special Project Specifications.

The slope which generated the slide material shall be reshaped as nearly as practical to its original condition by equipment operating from road surface. Reshaping of roadside ditches in slide area shall be in accordance with Section 831.

c. When ordered by the Government, slumps shall be filled by compacting selected materials into roadway depressions. Compaction shall be by Method (2).

d. All materials removed and placed in disposal sites shall be placed by one or more of the following methods as shown in Road Listing, Special Project Specifications, or Drawing.

1. Method 1 - Side Casting and End Dumping. Material may be placed by side casting and end dumping.

Where materials include large rocks, a solid fill shall be provided by working smaller pieces and fines into voids. The finished surfaces shall be shaped to drain.

2. Method 2 Layer Placement - Surfaces on which materials are to be placed shall be stepped or roughened prior to placing any material. Materials shall be placed in approximately horizontal layers no more than twelve (12) inches thick. Each layer shall be compacted by operating hauling and spreading equipment over the full width of each layer.

3. MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for meeting requirements of this Section. All work and

833 CULVERT REPLACEMENT AND INSTALLATION (9/2009)

This work includes removal of existing culverts and bed preparation, installation and backfill of new culverts of the size and length specified in the Drawings. Work also includes the construction of inlet control structures such as metal end sections, catch basins and inlet basins. Removed culverts become the property of the Contractor.

Disposal will not be allowed on Government land.

2. MATERIALS

The Contractor shall furnish culverts. See Section 894 for material requirements.

a. Excavation for…