Port Nor Stewardship IRSC Appendix C.pdf

Port Nor Stewardship IRSC Sierra National Forest

Solicitation 12363N22Q4099 Bass Lake Ranger District

APPENDIX C

C5.31# – ROAD MAINTENANCE REQUIREMENTS. (9/04) Contractor shall maintain roads in accordance with the following Contract Road Maintenance Requirements Summary:

Contract Road Maintenance Requirements Summary

Road Termini

Miles Applicable Prehaul Road Maintenance Specifications

From To T 801 T 802 T 803 T 805 T 807

04S081 47.31 47.35 0.04 C C C C C

05S001 0 0.04 0.04 C C C C C

05S002 8.4 8.35 0.05 C C C C C

05S005 0 2.4 2.40 C C C C C

05S005 2.4 2.7 0.30 C C C C C

05S005A 0 0.8 0.80 C C C C C

05S005B 0 0.1 0.11 C C C C C

05S005C 0 0.07 0.07 C C C C C

05S005T0.07 0 0.03 0.03 C C C C C

05S007 21.95 23.41 1.46 C C C C C

05S007 23.41 23.7 0.29 C C C C C

05S007 23.41 23.7 0.29 C C C C C

05S007 23.7 24.37 1.00 C C C C C

05S007 24.37 25.5 1.13 C C C C C

05S007 25.5 25.94 0.44 C C C C C

05S007 25.94 26.41 0.47 C C C C C

05S007 26.41 27.61 1.20 C C C C C

05S007 27.61 27.77 0.16 C C C C C

05S007 27.77 28.15 0.38 C C C C C

05S007 28.15 28.86 0.71 C C C C C

05S007 28.87 29.39 0.52 C C C C C

05S007 29.39 29.83 0.44 C C C C C

05S007 29.83 30.11 0.28 C C C C C

05S007 29.83 30.11 0.28 C C C C C

05S007 30.11 30.5 0.39 C C C C C

05S007B 0 0.05 0.05 C C C C C

05S007C 0 0.26 0.26 C C C C C

05S007D 0 0.01 0.01 C C C C C

05S007E 0 0.3 0.04 C C C C C

05S007J 0 0.04 0.04 C C C C C

05S007L 0 0.01 0.01 C C C C C

05S007T24.1 0 0.07 0.07 C C C C C

05S007T28.92 0 0.07 0.07 C C C C C

Miles Applicable Prehaul Road Maintenance Specifications

From To T 801 T 802 T 803 T 805 T 807

05S028Y 0 0.13 0.13 C C C C C

05S030 0 0.04 0.04 C C C C C

05S031 0 0.04 0.04 C C C C C

05S032 0 0.04 0.04 C C C C C

05S053Y 0 1.6 0.04 C C C C C

05S054 0.66 0.7 0.04 C C C C C

05S086 0.06 1.52 1.46 C C C C C

05S086 1.52 2 0.48 C C C C C

05S086 0 0.06 0.06 C C C C C

05S086A 0 0.03 0.03 C C C C C

05S088 4.38 4.4 0.02 C C C C C

05S088 4.35 4.38 0.03 C C C C C

05S088 0 0.04 0.04 C C C C C

Miles

Applicable During Haul Road Maintenance

Specifications

From To T 801 T 802 T 803 T 805 T 807

04S081 47.31 47.35 0.04 C C C C C

05S001 0 0.04 0.04 C C C C C

05S002 8.4 8.35 0.05 C C C C C

05S005 0 2.4 2.40 C C C C C

05S005 2.4 2.7 0.30 C C C C C

05S005A 0 0.8 0.80 C C C C C

05S005B 0 0.1 0.11 C C C C C

05S005C 0 0.07 0.07 C C C C C

05S005T0.07 0 0.03 0.03 C C C C C

05S007 21.95 23.41 1.46 C C C C C

05S007 23.41 23.7 0.29 C C C C C

05S007 23.41 23.7 0.29 C C C C C

05S007 23.7 24.37 1.00 C C C C C

05S007 24.37 25.5 1.13 C C C C C

05S007 25.5 25.94 0.44 C C C C C

05S007 25.94 26.41 0.47 C C C C C

05S007 26.41 27.61 1.20 C C C C C

05S007 27.61 27.77 0.16 C C C C C

05S007 27.77 28.15 0.38 C C C C C

05S007 28.15 28.86 0.71 C C C C C

05S007 28.87 29.39 0.52 C C C C C

05S007 29.39 29.83 0.44 C C C C C

Road Termini

Miles

Applicable During Haul Road Maintenance

Specifications

From To T 801 T 802 T 803 T 805 T 807

05S007 29.83 30.11 0.28 C C C C C

05S007 29.83 30.11 0.28 C C C C C

05S007 30.11 30.5 0.39 C C C C C

05S007B 0 0.05 0.05 C C C C C

05S007C 0 0.26 0.26 C C C C C

05S007D 0 0.01 0.01 C C C C C

05S007E 0 0.3 0.04 C C C C C

05S007J 0 0.04 0.04 C C C C C

05S007L 0 0.01 0.01 C C C C C

05S007T24.1 0 0.07 0.07 C C C C C

05S007T28.92 0 0.07 0.07 C C C C C

05S028Y 0 0.13 0.13 C C C C C

05S030 0 0.04 0.04 C C C C C

05S031 0 0.04 0.04 C C C C C

05S032 0 0.04 0.04 C C C C C

05S053Y 0 1.6 0.04 C C C C C

05S054 0.66 0.7 0.04 C C C C C

05S086 0.06 1.52 1.46 C C C C C

05S086 1.52 2 0.48 C C C C C

05S086 0 0.06 0.06 C C C C C

05S086A 0 0.03 0.03 C C C C C

05S088 4.38 4.4 0.02 C C C C C

05S088 4.35 4.38 0.03 C C C C C

05S088 0 0.04 0.04 C C C C C

Miles

Applicable Post Haul Road Maintenance

Specifications

From To T 802 T 803 T 805

04S081 47.31 47.35 0.04 C C C

05S001 0 0.04 0.04 C C C

05S002 8.4 8.35 0.05 C C C

05S005 0 2.4 2.40 C C C

05S005 2.4 2.7 0.30 C C C

05S005A 0 0.8 0.80 C C C

05S005B 0 0.1 0.11 C C C

05S005C 0 0.07 0.07 C C C

05S005T0.07 0 0.03 0.03 C C C

05S007 21.95 23.41 1.46 C C C

05S007 23.41 23.7 0.29 C C C

05S007 23.41 23.7 0.29 C C C

05S007 23.7 24.37 1.00 C C C

05S007 24.37 25.5 1.13 C C C

05S007 25.5 25.94 0.44 C C C

05S007 25.94 26.41 0.47 C C C

05S007 26.41 27.61 1.20 C C C

05S007 27.61 27.77 0.16 C C C

05S007 27.77 28.15 0.38 C C C

05S007 28.15 28.86 0.71 C C C

05S007 28.87 29.39 0.52 C C C

05S007 29.39 29.83 0.44 C C C

05S007 29.83 30.11 0.28 C C C

05S007 29.83 30.11 0.28 C C C

05S007 30.11 30.5 0.39 C C C

05S007B 0 0.05 0.05 C C C

05S007C 0 0.26 0.26 C C C

05S007D 0 0.01 0.01 C C C

05S007E 0 0.3 0.04 C C C

05S007J 0 0.04 0.04 C C C

05S007L 0 0.01 0.01 C C C

05S007T24.1 0 0.07 0.07 C C C

05S007T28.92 0 0.07 0.07 C C C

05S028Y 0 0.13 0.13 C C C

05S030 0 0.04 0.04 C C C

05S031 0 0.04 0.04 C C C

05S032 0 0.04 0.04 C C C

05S053Y 0 1.6 0.04 C C C

05S054 0.66 0.7 0.04 C C C

05S086 0.06 1.52 1.46 C C C

05S086 1.52 2 0.48 C C C

Miles

Applicable Post Haul Road Maintenance

Specifications

From To T 802 T 803 T 805

05S086 0 0.06 0.06 C C C

05S086A 0 0.03 0.03 C C C

05S088 4.38 4.4 0.02 C C C

05S088 4.35 4.38 0.03 C C C

05S088 0 0.04 0.04 C C C

Notes:

C = Contractor Performance Item

The maximum volume of Contractor responsibility for Slide and Slump repair is 20 cubic yards

O = Optional Contract Line Item

NFSR = National Forest Service Road

CR = County Road

JCT = Junction

MP = Milepost

EOR = End of Road

ROAD MAINTENANCE T-SPECIFICATIONS FOR STEWARDSHIP CONTRACTS

Contractor shall maintain roads in accordance with the following Contract Road Maintenance Requirements Summary:

Contractor will be responsible for doing all pre, during and post haul road maintenance with no compensation from the

Forest Service.

T-SPECIFICATIONS

T-SPEC NUMBER SPECIFICATION TITLE

T-800 Definitions

T-801 Slide and Slump Repair

T-802 Ditch Cleaning

T-803 Surfacing Blading

T-804 Surfacing Repair

T-805 Drainage Structures

T-806 Dust Abatement

T-807 Roadway Vegetation

T-808 Miscellaneous Structures

T-809 Waterbars

T-810 Barriers

T-811 Surface Treatment

T-812

T-813

T-814 Drainage Excavation

T-815 Culvert Installation

SPECIFICATION T-800 DEFINITIONS

Wherever the following terms or pronouns are used, the intent and meaning shall be interpreted as follows:

800-1.1—Agreement—Maintenance projects require a mutually acceptable method to resolve the problems which arise when incompatible situations arise between drawings and specifications and actual conditions on the ground to allow orderly and satisfactory progress of the maintenance.

These specifications have been developed in anticipation of those problem areas and have provided that such changes will be by Agreement.

It is intended that drawings and specifications will govern unless "on-the-ground" conditions warrant otherwise, when specifications call for "Agreement", "agreed", or "approval" such Agreement or approval shall be promptly confirmed in writing.

800-1.2—Annual Road Maintenance Plan—A plan prepared by various users of one or several roads. The plan is an Agreement on maintenance responsibilities to be performed for the coming year.

800-1.3—Base Course—Material used to reinforce Subgrade or, as shown on drawings, placed on Subgrade to distribute wheel loads.

800-1.4—Berm—Curb or dike constructed to prevent Roadway runoff water from discharging onto embankment slope.

800-1.5—Borrow—Select Material taken from designated borrow sites.

800-1.6—Clearing Limits—The limits of clearing as designated on the ground or on the drawings.

800-1.7—Crown, Inslope, and Outslope—The cross slope of the Traveled Way to aid in drainage and traffic maneuverability.

800-1.8—Culverts—A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually entirely below the elevation of the Traveled Way.

800-1.9—Drainage Dip—A dip in the Traveled Way which intercepts surface runoff and diverts the water off the

Traveled Way. A Drainage Dip does not block the movement of traffic.

800-1.10—Drainage Structures—Manufactured structures which control the runoff of water from the Roadway including Inslope, overside drains, aprons, flumes, downdrains, downpipes, culverts and the like.

800-1.11—Dust Abatement Plan—A table which lists the road, dust palliative, application rates, and estimated number of subsequent applications.

800-1.12—Lead-off Ditches—A ditch used to transmit water from a Drainage Structure or Drainage Dip outlet to the natural drainage area.

800-1.13 —Material—Any substances specified for use in the performance of the work.

800-1.14—Prehaul Maintenance—Road maintenance work which must be accomplished to maintain the roads to a satisfactory condition commensurate with the Contractor's use, provided Contractor's operations do not damage improvements in Section H.21 of the contract/solicitation or National Forest resources and hauling can be done safely. This work will be shown in the above Road Maintenance Requirements.

Prehaul Maintenance work the Contractor elects to perform will be in compliance with the Road Maintenance T-

Specifications.

800-1.15—Right-of-Way—A general term denoting:

(1) The privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or

(2) Land, appurtenances thereto, or interest therein, usually in a strip, acquired for public or private passageway.

800-1.16—Roadbed—The portion of a road between the intersection of Subgrade and sideslopes, excluding that portion of the ditch below Subgrade.

800-1.17—Road Maintenance Requirements—A table which shows applicable road maintenance specifications to be performed by Contractor on specific roads.

800-1.18—Roadside—A general term denoting the area adjoining the outer edge of the Roadway.

800-1.19—Roadway—The portion of a road within the limits of excavation and embankment.

800-1.20—Shoulder—That portion of Roadway contiguous with Traveled Way for accommodation of stopped vehicles, for emergency use, and lateral support of base and Surface Course, if any.

800-1.21—Slide—A concentrated deposit of Materials from above or on backslope extending onto the

Traveled Way or Shoulders, whether caused by mass land movements or accumulated raveling.

800-1.22—Slough—Material eroded from the backslope which partially or completely blocks the ditch, but does not encroach on the Traveled Way so as to block passage of traffic.

800-1.23—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.

800-1.24—Special Project Specifications—Specifications which detail conditions and requirements peculiar to the individual project.

800-1.25—Subgrade—Top surface of Roadbed upon which Base Course or Surface Course is constructed.

For roads without Base Course or Surface Course, that portion of Roadbed prepared as the finished wearing surface.

800-1.26—Surface Course—The Material placed on Base Course or Subgrade primarily to resist abrasion and the effects of climate. Surface Course may be referred to as surfacing.

800-1.27—Surface Treatment Plan—A table which lists the roads and surface treatments to be applied.

800-1.28—Traveled Way—That portion of Roadway, excluding Shoulders, used for the movement of vehicles.

800-1.29—Turnouts—That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles.

800-1.30—Water Source—A place designated on the Road Maintenance Map for acquiring water for road maintenance purposes.

800-1.31—Waterbar—A dip in the Roadbed which intercepts surface runoff and diverts the water off the

Roadway. A Waterbar is not designed to be traversable by logging trucks.

ILLUSTRATION OF ROAD STRUCTURE TERMS

SPECIFICATION T-801 SLIDE AND SLUMP REPAIR

DESCRIPTION:

1.1—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 Cleaning, T-802, and Surface Blading, T-803

Operations.

Slump repair is the filling of depressions or washouts in Roadway which cannot be routinely filled by a motor grader during Surface Blading, T-803 Operations.

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.

REQUIREMENTS:

3.1—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 fillslope and below the Traveled Way will not be removed unless needed for slope stability or to protect adjacent resources.

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

Slide Material which cannot be used for other beneficial purposes shall be disposed of at sites designated by the Forest Service. Material placed in disposal sites will not require compaction unless shown on the

Road Maintenance Requirements. Side casting may be approved by the Forest Service. Side casting into streams, lakes or water courses will not be permitted.

3.2—When filling Slumps or washouts, Material shall be moved from agreed locations or borrow sites, placed in layers, and compacted by operating the hauling and spreading equipment uniformly over the full width of each layer.

Existing aggregate surfacing shall be salvaged when practical and re-laid after depressions have been filled.

Damaged aggregate base, aggregate surfacing, and bituminous pavement shall be repaired under

Specification T-804 Surfacing Repair.

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.

3.3—The maximum volume of Contractor responsibility for Slide and Slump repair is 10 Cubic yards per

100 foot station. Greater volumes of Slide and Slump repair are Forest Service responsibility.

MEASUREMENT:

4.1—Slide removal will be measured by the cubic yard, determined by truck measure, for materials acceptably removed.

Materials used for slump repair will be measured by the cubic yard, determined by truck measure, for materials acceptably placed.

Vehicles shall be loaded to at least their water level capacity.

SPECIFICATION T-802 DITCH CLEANING

1.1—Ditch cleaning is removing and disposing of all Slough Material and other debris from Roadway ditches, including outlet and lead-off ditches, to provide a free-draining waterway.

REQUIREMENTS:

3.1—Ditch cleaning shall be repeated during the year as often as necessary to facilitate proper drainage.

3.2—All Slough Material or other debris which might obstruct water flow in the Roadway ditch shall be removed. Material removed from the ditch, if suitable, may be blended into existing native road surface or Shoulder or placed in designated Berms in conjunction with Surface Blading T-803 operations.

Material removed from ditches that is not by Agreement blended into existing roads or placed in Berms shall be loaded and hauled to the disposal site designated by the Forest Service.

3.3—Roadway backslope or Berm shall not be undercut.

MEASUREMENT:

4.1—Ditch cleaning will be measured to the nearest one-tenth (0.1) mile of cumulative ditchline cleaned on each road.

SPECIFICATION T-803 SURFACE BLADING

1.1—Surface blading is keeping a native or aggregate Roadbed in a condition to facilitate traffic and provide proper drainage. It includes maintaining the Crown, Inslope or Outslope of the Traveled Way, Turnouts, and Shoulder;

repairing Berms; blending approach road intersections; and cleaning bridge decks, Drainage Dips, and Lead-off

Ditches.

REQUIREMENTS:

3.1—Surface blading shall be performed before, during, and after Contractor's use as often as necessary to facilitate traffic and proper drainage.

3.2—The surface blading shall preserve the existing cross-section. Surface irregularities shall be eliminated and the surface left in a free-draining state and to a smoothness needed to facilitate traffic.

Surface Material which has been displaced to the Shoulders or Turnouts shall be returned to the Traveled

Way. The blading operation shall be conducted to prevent the loss of surface Material and to provide for a thorough mixing of the Material being worked.

3.3—Water, taken from Water Sources designated on Contract Area Map shall be applied during blading if sufficient moisture is not present to cut, mix, or compact the surface Material.

3.4—On native surfaced roads, Material generated from backslope sloughing, and ditch cleaning may be blended with the surface Material being worked. On aggregate surfaced roads, this Material shall not be blended with Surface or Base Course Material unless agreed otherwise.

3.5—Roadway backslopes or Berms shall not be undercut, nor shall new Berms be established unless agreed otherwise.

Berms shall be repaired by placing Material, as needed to restore the Berm, to reasonably blend with existing line, grade, and cross-section.

3.6—Drainage Dips and Lead-off Ditches shall be cleaned and maintained to reasonably blend with existing line, grade, and cross-section.

3.7—Intersecting roads shall be bladed for a distance of 50 feet to assure proper blending of the two riding surfaces.

3.8 —Rocks or other Material remaining on the Traveled Way after the final pass that are larger than 4 inches in diameter or are larger than the maximum size of imported surfacing shall be removed from the

Traveled Way. Unless otherwise designated by the Forest Service, the oversized Material shall be disposed of by sidecasting. Sidecasting into streams, lakes, or water courses will not be permitted.

3.9—Material resulting from work under this specification shall not remain on or in structures, such as

Culverts, overside drains, cattleguards, ditches, Drainage Dips, and the like.

3.10—Material resulting from work under this specification, plus any other accumulated debris, shall be removed from bridge decks and the deck drains opened. This includes existing debris under pre haul maintenance.

MEASUREMENT:

4.1—Surface blading will be measured to the nearest one-tenth (0.1) mile as measured by calibrated vehicle odometer along the road centerline.

SPECIFICATION T-804 SURFACING REPAIR

1.1—Surfacing repair is repairing potholes or small soft areas in the Traveled Way. It includes area preparation and furnishing and placing all necessary Materials, and other work necessary to repair the surface.

MATERIALS:

2.1—Material used in the repair of soft areas on aggregate or native surfaced roads may be acquired from approved commercial sources, designated Forest Service Borrow areas, or Borrow sources agreed to. The quality and quantity of the imported Material used in the repair will be limited to that needed to provide a stable Traveled

Way for hauling and to minimize damage to the road and adjacent resources. The quantity of imported surface repair Material used in the appraisal estimate will be shown on Road Maintenance Plan. However, the magnitude of the work may vary depending on Contractor’s hauling schedule and ground conditions.

2.2—Material used in the repair of bituminous pavements may be acquired from local commercial sources. If a mixing table is required, the location shall be approved by the Forest Service. The bituminous mixture to be used by the Contractor shall be approved by the Forest Service. The Contractor’s share of the quality of bituminous mixture used in the appraisal estimate will be shown on Road Maintenance Plan. However, Contractor’s share of the work may vary depending on Contractor’s hauling schedule, ground conditions, other traffic, etc.

REQUIREMENTS:

3.1—Work under this specification shall be performed in a timely manner to reduce further deterioration of the

Traveled Way.

3.2—Soft spots on aggregate or native surfaces shall be repaired by placing the imported Surface Course on top of the soft spot. Layers of imported Material shall be placed until a firm surface is produced.

3.3—Bituminous Pavement Repairs—The areas to receive bituminous pavement repairs will be marked on the road surface by the Forest Service just prior to Contractor performing the work.

3.4—Potholes (deep patch)—Surface Course and Base Course Materials shall be excavated to a depth necessary to reach firm, suitable Material. The minimum depth of excavation shall be 2 inches and the maximum depth of excavation shall be to the top of the Subgrade.

The edges of the prepared hole shall be extended to form a vertical face in unfractured asphalt surfacing. The prepared hole shall generally be circular or rectangular in shape, dry, and cleaned of all loose Material.

Prepared potholes shall be patched or barricaded immediately.

The faces of the prepared hole shall be tacked with a slow-setting emulsified asphalt.

The bituminous mixture shall be placed in layers not exceeding a compacted depth of 2 inches. Each layer shall be compacted thoroughly with hand or mechanical tampers or rollers. Compaction shall not be done with equipment wheels.

Upon completion, the compacted patch in the pothole shall be flush, with a tolerance or approximately ¼ inch to

½ inch above the level of the adjacent pavement.

3.5—Skin Patches—Bituminous mixture shall be distributed uniformly with feathered edges in layers not to exceed 2 inches compacted depth. When multiple layers are ordered, joints shall be offset at least 6 inches between layers.

Each layer shall be compacted by two passes with a 7-10 ton steel roller or comparable vibratory roller.

3.6—Asphalt Berm—Damaged segments of Berm shall be removed and the exposed ends beveled at approximately 45 degrees from vertical. The Berm foundation shall be cleaned and patched as necessary. The foundation and joining surfaces shall be coated with a slow-setting emulsified asphalt. Asphalt mix shall be placed and compacted to conform with the shape and alignment of the undamaged segment.

3.7—Disposal—All Materials removed from potholes, patches, and Berms shall be disposed of at disposal sites designated by the Forest Service.

MEASUREMENT:

4.1—Surface repair for native roads will be measured by the Cubic Yard as determined by the average end area of the segments to be repaired. Surface repair for the aggregate surfaced roads will be determined by truck measure for material acceptably placed. Vehicles shall be loaded to at least their water level capacity.

SPECIFICATION T-805 DRAINAGE STRUCTURES

1.1—This work consists of maintaining Drainage Structures and related items such as conveyor belt water deflectors, inlet and outlet channels, existing riprap, trash racks, and drop inlets.

MATERIALS:

2.1—All Materials used in the maintenance of Drainage Structures shall conform by type and specification to the Material in the structure being maintained.

REQUIREMENTS:

3.1—Drainage Structures and related items shall be cleared of all foreign Material which has been deposited above the bottom of the structure and all vegetative growth which interferes with the flow pattern. Material removed that cannot be incorporated into maintenance work shall be hauled to a disposal site designated by the Forest Service.

3.2—If outlet or inlet riprap was installed by Contractor as a construction item or existed prior to

Contractor’s haul, it shall be maintained in good condition including the replacement of riprap if necessary to previous line, grade and cross-section.

3.3—Perform maintenance to insure the proper functioning of the head walls, aprons, inlet assemblies, overside drains, riprap, trash racks, and other facilities related to the Drainage Structure.

MEASUREMENT:

4.1—Culvert cleaning measurement will be the number of units of each culvert type. Cleaning of catch basins, outlet ditches, headwalls, riprap, and drop inlets shall be incidental to this item.

Drainage dip clearing measurement will be the number of dips completed and accepted. Lead-off ditch cleaning shall be incidental to this item.

SPECIFICATION T-806 DUST ABATEMENT

1.1—This work consists of preparing Traveled Way and furnishing and applying Materials to abate dust.

MATERIALS:

2.1—The roads requiring dust abatement, type of dust abatement Material to be used, the rates of application, and frequency of applications will be shown on Dust Abatement Plan. The Dust Abatement

Plan may be changed by written Agreement.

2.2—Water. The locations of Water Sources are shown on Contract Area Map.

2.3—Dust abatement Materials shall meet the requirements of the following subsections of FP-14

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects.

Emulsified Asphalt 702.03

Blotter Material 703.13

Magnesium or Calcium Chloride Brine 725.02

Calcium Chloride Flake 725.02

Lignin Sulfonate 725.20

2.4—Testing of Materials. Certification of magnesium chloride, calcium chloride brine, calcium chloride flake, blotter material and lignin sulfonate will be provided by the manufacturer and approved by the

Forest Service.

REQUIREMENTS:

3.1—General. Dust abatement Materials shall be applied to the road surface as necessary to control road surface loss, provide for road user safely, and minimize damage to adjacent resources.

3.2—Compaction. When the methods listed below specify compaction, Traveled Way shall be compacted by an 8 to 10 ton pneumatic, steel-wheeled or equivalent vibrating roller making 2 passes over the full

Traveled Way and Shoulder width, unless compaction is not required on the Dust Abatement Plan.

3.3—Preparation to Dust Abatement Materials Other Than Water. The following applies to all methods of preparation.

Bituminous residue shall be scarified and pulverized to produce loosened Material not exceeding 4 inches in greatest dimension.

Traveled Way shall be bladed in accordance with T-803.

Prior to applying DO-6BA, DO-6PA, or DO-8, the top 2 inches of Traveled Way shall contain not less than 80 percent nor more than 120 percent of optimum moisture as determined by AASHTO T-99, Method

C. Prior to applying other bituminous Material, Traveled Way shall have a moisture content between 1 and 3 percent. If surface dusting prevents the bituminous Material from penetrating, a light application of water shall be applied just prior to applying the bituminous Material.

Lignin Sulfonate and magnesium chloride shall be applied when the top 1 inch of Traveled Way contains not less than 3 percent moisture, nor more than 120 percent of optimum moisture as determined by

AASHTO T-99, Method C.

Moisture content will be determined in accordance with AASHTO T-217 OR T-239.

One or more of the following methods shall be used, as specified in the Dust Abatement Plan.

Method 1: Compact Traveled Way and apply the dust abatement Material.

Method 2: Develop a layer of loose Material approximately 1 inch in depth for the full width of

Traveled Way. Apply the dust abatement Material to this loose Material and compact after penetration. If traffic makes maintenance of the loose Material difficult, 1 inch of the Material may be bladed into a windrow along the Shoulder. The specified moisture content shall be maintained in the windrow and the top 1 inch of Traveled Way. The windrow shall be bladed to a uniform

Material. When the dust abatement Material has penetrated, Traveled Way shall be compacted.

Method 3: Blade 1 inch of Material from Traveled Way into a windrow along the Shoulder.

Maintain the specified moisture content in the windrow and the top inch of Traveled Way. Apply half the dust abatement Material. When the dust abatement Material has penetrated, the windrow shall be bladed to a uniform depth across dust abatement Traveled Way, and the remaining dust abatement Material shall be applied. Traveled Way shall be compacted.

Method 4: Develop a layer of loose Material approximately 2 inches in depth for the full width of

Traveled Way. Apply half the dust abatement Material to the loose Material. Blade the top 2 inches into a windrow along the Shoulder. Apply the remaining dust abatement Material to

Traveled Way and the Berm. Spread the Berm evenly across Traveled Way and compact.

3.4—Preparation for Dust Abatement with Water. Traveled Way shall be prepared in accordance with

Specification T-803 Surface Blading when required.

3.5—Application Tolerance. Dust abatement Materials other than water shall be applied within 0.05 gallons per square yard of the rate specified.

3.6—Mixing Requirements. DO-6BA, DO-6PA, and DO-8 shall be thoroughly circulated in the distributor within 1 hour of application.

3.7—Weather Limitations. Dust abatement Materials shall not be applied when it is raining.

Bituminous Material shall be applied when the surface temperature of Traveled Way is 50 degrees

Fahrenheit or higher.

Lignin sulfonate and magnesium chloride shall be applied when the atmospheric temperature is 40 degrees

Fahrenheit or higher.

3.8—Blotter Material. Blotter Material shall be spread in a sufficient quantity to prevent tire pickup.

SPECIFICATION T-807 ROADWAY VEGETATION

1.1—This work consists of cutting vegetative matter including brush and trees from within the Roadway limits.

REQUIREMENTS:

3.1—Remove all vegetative matter which impedes vehicular travel or interferes with road maintenance operations, such as surface blading and ditch and culvert cleaning shall be removed. Downed timber meeting utilization standards shall be cut in appropriate lengths and decked along the Roadside in locations where the Traveled Way or sight distances will not be impaired.

3.2—Remove all vegetative matter from Roadbed and ditch for a minimum Roadbed width of 12 feet and ditch width of 3 feet. Roadbed width includes extra width for curve widening and turnouts. Cut trees and brush parallel to the ground and to a maximum height of 1 inch above the ground. All limbs which extend over the Roadbed or ditch within 14 feet above the road elevation shall be removed. Tree limbs shall be trimmed as near flush with the trunk as practicable or to within 12 inches from the tree.

3.3—Remove all vegetative matter from Roadway which interferes with rolling dip or culvert drainage, road maintenance operations such as surface blading and ditch cleaning, and on curves and intersections where sight distance is impeded.

3.4—Vegetative matter removed from the Roadway in excess of 1 foot in length or 3 inches in diameter shall be scattered outside the roadway to a depth less than 18 inches above the ground.

3.5—Vegetative matter shall not be placed in live streams or drainages.

3.6—Vegetative matter removed from the Roadway shall be treated by the specified method.

MEASUREMENT:

4.1—Cutting roadside and roadway vegetation will be measured by linear measurement, horizontally along the road centerline as measured to the nearest one-tenth (0.1) mile or to the nearest 100 foot station, by the number of acres and fractions thereof within the designated area regardless of the amount of work required, or as a lump sum for the complete unit of work.

SPECIFICATION T-808 MISCELLANEOUS STRUCTURES

1.1—Maintenance of miscellaneous structures includes cattleguards, gates, and other similar structures that have been previously installed to insure safe and efficient operation of the road.

MATERIALS:

2.1—Any Materials needed in the maintenance of miscellaneous structures shall be similar in type and quality to the Material in the structure being maintained.

REQUIREMENTS:

3.1—Cattleguards—Loose rails shall be welded or bolted back in place.

Excess Material carried into the cattleguard shall be removed when drainage is blocked or when it reaches

6 inches from the bottom of the cattleguard frame. Drainage into and from the cattleguard shall be kept open.

3.2—Gates shall be kept in good repair and made to swing easily. Hinges or latches shall be repaired if not operating properly.

Brush and debris shall be removed from within the swinging radius.

MEASUREMENT:

4.1—Measurement will be the number of units for each item listed in the Annual Road Maintenance Plan completed and accepted.

SPECIFICATION T-809 WATERBARS

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

REQUIREMENTS:

3.1—Waterbars shall be installed on roads shown on the Contract Area Map and/or Road Maintenance

Plan in accordance with any drawings and at locations shown on the Contract Area Map and/or designated by the table below (if included), or staked on the ground (if applicable).

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.

3.2—Waterbars shall be removed on roads shown on the Contract Area Map and/or Road Maintenance

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.

3.3—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.

3.4—Construct Waterbars by cutting a dip in the road surface and mounding the excavated material along the downgrade edge of the Waterbar. Waterbars shall be cut at a sufficient angle so that they will drain to the outside of the road. They shall cross the entire width of the roadbed and be constructed at the following spacing (see table below) unless otherwise designated by the Forest Service.

Percent Grade Maximum Spacing (feet)

2 250

5 135

10 80

15 60

20 45

SPECIFICATION T-810 BARRIERS

1.1—This work shall consist of furnishing, installing, or removing barriers. Gates are not included.

MATERIALS:

2.1—Materials for the barriers shall meet the requirements as shown on the attached drawings.

REQUIREMENTS:

3.1—Barriers shall be installed in accordance with the attached drawings.

3.2—The location of barriers to be removed or installed are shown in the table below. Installation or removal may occur as often as road use is terminated and resumed.

BARRIER LOCATIONS

ROAD NUMBER LOCATION BARRIER TYPE

SPECIFICATION T-811 SURFACE TREATMENT

1.1—This work shall consist of applying chip seal, or fog seal to the Traveled Way.

Chip seals may consist of single or double applications of bituminous Material and cover aggregate.

MATERIALS:

2.1—The roads requiring surface treatments, the type of seal coat to be applied, the rate of application, type and grade of bituminous Material, and the rate of application and grading of cover aggregate will be shown on the Surface Treatment Plan (Appendix C).

2.2—Emulsions used for fog seals shall be diluted with an equal amount of water and shall be applied at the diluted application rate shown on the Surface Treatment Plan (Appendix C).

2.3—Seal coat Materials shall meet the requirements of the following subsections of FP-14 Standard

Specifications for Construction of Roads and Bridges on Federal Highway Projects:

Bituminous Materials

Asphalt Cement 702.01

Liquid Asphalts 702.02

Emulsified Asphalt 702.03

Application

Temperatures

702.04

Cover Aggregate 703.12

Blotter Material 703.13

Water for Diluting 725.01

2.4—The cover aggregate shall be surface damp at the time of application when using emulsified asphalt and dry when using an asphalt cement or liquid asphalt. Excess water on the aggregate surface will not be permitted.

REQUIREMENTS:

3.1—Traffic—Traffic shall be maintained in accordance with the Traffic Control Plan.

3.2—Weather Limitations—Fog seal and chip seal shall not be applied when the weather is foggy or rainy.

Seal coats requiring cover aggregate shall not be applied when the temperature of the surface being treated is below 70 degrees Fahrenheit in the shade.

Fog seal coats shall not be applied when the surface temperature is below 40 degrees Fahrenheit in the shade.

3.3—Equipment—The following equipment or its equivalent shall be used:

A distributor truck equipped to spread the Material uniformly at the designated rate, within the temperature range specified and within 0.04 gallons per square yard of the rate specified. The distributor shall be equipped with a thermometer and a hand hose with spray nozzle.

A rotary power broom and/or blower.

When cover aggregates are applied: a pneumatic tire roller, 8-ton minimum weight will all tires equally inflated to a pressure of at least 90 pounds per square inch. Rollers shall be equipped with devices for applying water to the tires.

Self-propelled aggregate spreader supported by at least four wheels equipped with pneumatic tires on two axles, situated so that at no time will the tires contact the uncovered bituminous Materials. The aggregate spreader shall be equipped with positive controls so that the required amount of Materials will be deposited uniformly over the full width.

Trucks with spreading attachments shall not be used.

3.4—Preparation of Surface—Immediately before applying the bituminous Material, the surface to be sealed shall be cleaned of all foreign and loose Material.

3.5—Application of Bituminous Material—Bituminous Material shall be applied in a uniform, continuous spread. The distributor shall be moving forward at proper application speed at the time the spray bar is opened. Skipped areas or deficiencies shall be corrected prior to the application of cover aggregate.

The spread of bituminous Material shall not be more than 6 inches wider than the width to be covered by the cover aggregate. Operations shall not proceed if the bituminous Materials are allowed to cool, set-up, dry, or otherwise impair retention of cover aggregate.

Fog seal shall be allowed to penetrate and dry before traffic is permitted on the sealed portion.

The surfaces of structures and trees adjacent to the area being treated shall be protected to prevent their being spattered or marred.

3.6—Application of Cover Aggregate and Blotter—Immediately following the application of the bituminous Material, cover aggregate shall be spread at the specified rate. Joints between adjacent applications of cover aggregate shall be approximately in the center of the two-lane roads.

The aggregate spreader shall not be operated at speeds which cause the aggregate to roll over after striking the bituminous Material. The cut-off of aggregate shall be complete, and any excess aggregate shall be removed from the surface prior to resuming operations. Immediately after the cover aggregate has been spread, any piles, ridges, and uneven distribution shall be corrected.

Cover aggregate may be applied by hand in areas inaccessible to spreading equipment.

Rolling shall begin immediately after spreading the cover aggregate and shall consist of a minimum of two complete coverages.

After rolling, traffic shall be controlled to a maximum speed of 15 miles per hour, for a period of 4-hours.

The day following the final application of cover aggregate, any concentrations of loose cover aggregate shall be redistributed without distributing the embedded aggregate. 4-days after the final application of cover aggregate, all excess cover aggregate shall be removed. During this period, any bituminous Material that comes to the surface shall be covered with additional cover aggregate or approved blotter material.

3.7—Blotter Material for fog seals shall be spread in sufficient quantity to prevent tire pickup.

SPECIFICATION T-812

SPECIFICATION T-813

SPECIFICATION T-814 DRAINAGE EXCAVATION

1.1—This work shall consist of excavation and shaping of roadway drainage structures to drain freely including rolling dips, grade dips, roadway ditches, lead-off ditches, and catch basins. Any clearing and grubbing necessary to accomplish the drainage excavation is considered incidental to the pay item.

WORK REQUIREMENTS:

3.1—Clearing & Grubbing—All trees, stumps, roots and other protruding vegetative material shall be cleared from drainage. Trees shall be cut into lengths not to exceed 5 feet and all limbs removed. Logs, slash and stumps shall be scattered outside the drainage or as directed by the Forest Service.

3.2—Excavation—Drainage structures shall be excavated and shaped to a depth and width to provide drainage in conformity with the line grades and cross section as shown on drawings at locations designated on the ground. Hand work may be necessary to obtain a smooth surface and uniform cross section. Lead-off ditches shall be provided for a distance necessary to drain unless otherwise approved by the Forest

Service. Roadside ditches shall be free draining. Material removed if suitable, shall be blended into the existing native road surface or shoulders. Unsuitable material shall be spread evenly and not heaped against existing vegetation. Large rocks encountered during excavation of drainage structures that interfere with the lines and grades of the structure shall be removed, when practical and placed so that they will not roll or obstruct the use and maintenance of the roadway or moved to locations approved by the Forest Service.

MEASUREMENT:

4.1—Drainage dip and catch basin measurement will be the number of each item completed and accepted.

Roadside ditches and lead-off ditches will be measured by linear measurement, horizontally along the centerline of the ditch.

SPECIFICATION T-815 CULVERT INSTALLATION

1.1—This work shall consist of furnishing and installing or work installing only, metal pipe and pipe appurtenances, including all bedding and backfilling required to complete the work or removing and disposing of exsisting culverts. The term metal refers to aluminum or steel.

REQUIRMENTS:

3.1—Backfill—Pipe meeting any of the following conditions shall not be placed or backfilled until the excavation and foundation have been approved by the Forest Service.

(a) Embankment height greater than 5 feet at subgrade centerline.

(b) Installation in a live stream.

(c) Round pipe with a diameter of 48 inches or greater.

(d) Pipe arches with a span of 50 inches or greater.

After the bedding is prepared and the pipe is placed, selected materials shall be placed in layers not exceeding 6 inches loose thickness and compacted under the haunches and alongside the pipe. The material shall be readily compactible material free of frozen lumps, chunks of highly plastic clay

(Plasticity Index greater than 10), or other objectable material. Rocks larger than 3 inches in greatest dimension shall not be used within 1 foot of the pipe. On each side of the pipe there shall be an area of compacted material at least as wide as one diameter of the pipe. Backfill shall be compacted without damaging or displacing the pipe. The backfill density shall exceed the density of the surrounding embankment.

Backfilling and compacting shall be continued until the backfill is a minimum of 12 inches above the top of the culvert.

After being bedded and backfilled, pipe shall be protected by an adequate cover of embankment before heavy equipment is permitted to cross during roadway construction.

Pipe distorted more than five (5) percent or nominal dimensions, ruptured, or broken shall be replaced.

3.2—Bedding—The bedding material shall be selected mineral soil. The completed bedding shall have a longitudinal camber when shown on the drawings.

The lower segemnt of the pipe shall be in contact with the bedding for the required depth throughout its entire full length. Outside circumferential laps shall be placed facing upstream.

Paved or partially lined pipe shall be laid so the longitudinal centerline of the paved segment coincides with the flowline. Elliptical pipe shall be placed with the major axis within 5 degrees of a horizontal plane.

The final installed alignment shall be such that no reverse grades exist and no pint shall vary more than two (2) percent horizontally and vertically of the culvert length or 1 foot, whichever is less, unless otherwise shown on the drawings.

No pipe shall be placed in service until a suitable outlet is provided.

Helically corrugated lock-seamed pipe shall be installed with the seam at the inlet end placed below the horizontal centerline. This requirment applies to the outlet end when the outlet is less than 5 feet below subgrade.

Longitudinal laps of riveted or spot-welded pipe shall be positioned at any location between 45 degrees above or below horizontal.

3.3—Joining pipes—Pipe shall be firmly joined by form-fitting coupling bands. Endsections shall be attached to pipe by connecting bands or other means as recommended by the manufacturer. Gaskets shall be installed at each joint to form a watertight connection when shown on the drawings. Dimpled bands shall not be used when the slope of the pipe is greater than fifteen (15) percent.

The coupling bands shall meet the strength requiremnets of field joints for Non-Erodible Soil Condition—

Special Joint Type according to Decision II, Section 23 of the “Standard Specifications for Highway

Bridges” by AASHTO.

When materials are furnished by the Forest Service, the note “Government-furnished materials” will be added to the description of the pay item.

3.4—Pipe Removal—Culvert designated to be removed shall become property of the Contractor, unless otherwise shown on the drawings, and shall be removed from Government land for disposal.

ROLLING DIP: