5. Supplemental Specifications.pdf

Replace FP-14 Section 557 with the following Supplemental Specification:

Section 557—Timber Structures

Description

557.01 Work. This work consists of fabricating, treating, erecting, and painting structural timber. This work also includes required lumber and hardware.

Materials

557.02 Requirements. Conform to the following Section and Subsections of the specifications:

Crushed Aggregate .............................................................. 703.06 Elastomeric Bearings........................................................… 564.04 Geotextile............................................................................. 714.01 Hardware ............................................................................. 716.02 Painting ............................................................................… 563 Structural Excavation Structural Glued Laminated Timber .................................... 716.04 Treated Structural Timber & Lumber .................................. 716.03 Untreated Structural Timber & Lumber ..........................… 716.01

Furnish the following compliance certificates to the CO upon delivery of the materials to the jobsite:

(a) Verification of compliance with grading rules and species of timber and lumber.

Provide certification by an agency accepted as competent by the American Lumber Standards Committee (ALSC).

(b) Lot certification of each charge for preservative, penetration in inches, and retention in pounds per cubic foot (assay method) by a qualified independent inspection and testing agency. In addition, have the producer of the treated products provide written certification that Best Management Practices (BMP’s) in accordance with “Best Management Practices for Treated Wood in Western Aquatic Environments,” published by the Western Wood Preservation Institute (WWPI) and Canadian Institute of Treated Wood, where followed, including a description and appropriate documentation of the applicable BMP’s used.

(c) Certification from a qualified inspection and testing agency indicating that all glued laminated members are in accordance with the requirements of American National Standard for Wood Products, “Structural Glued Laminated Timber” (ANSI/AITC A190.1), modified as SHOWN ON THE DRAWINGS.

(d) Such other certifications as SHOWN ON THE DRAWINGS.

Incise all glued laminated and solid sawn members thicker than 2 inches in accordance with AWPA standard C1, unless otherwise SHOWN ON THE

DRAWINGS.

Provide shop drawings for all timber 21 days in advance of fabrication when SHOWN ON THE DRAWING. Show all dimensions and fabrication details for all cut, framed, or bored timbers.

Construction

557.03 General. Excavate and backfill according to Section 208. Furnish structural lumber and timber of the required stress grade.

Clear weeds, rubbish, or other objectionable material from the ground under and in the vicinity of all stored material. Place the bottom layer of material at least 8 inches above the ground level. Provide sufficient support to prevent sagging.

Open-stack untreated material to shed water. Stack material in layers on spacers (stickers) that extend across the full width of the stack to allow for free air circulation.

Align all spacers vertically and space them at regular intervals.

Close-stack treated material to shed water.

Protect material from the elements. If covered, use sheet material such as water-resistant paper or opaque polyethylene film. Do not cover with impervious membranes, such as polyethylene film, during dry weather. Slit or puncture individual wrappings full length on the lower side to permit water drainage.

Store and protect glued laminated timber in accordance with the recommendations for Loading and Handling, Job Site Storage, and Erection in “Recommended Practice for Protection of Structural Glued Laminated Timber During Transit, Storage, and Erection,” published by the American Institute of Timber Construction, AITC 111.

Use slings or other devices to protect corners of heavy construction timbers and banded packages of lighter construction timber.

Cut and form lumber and timber so joints have even bearing over their entire contact surface.

Do not use shims in making joints. Close all joints. Drive nail and spike heads flush with the wood surface.

Use the same end, face, and edge of the timber member for all layout dimensions. Bore holes from mating faces.

557.04 Treating Timber. Indicate the preservative used, penetration in inches (millimeters), retention in pounds per cubic foot (kilograms per cubic meter) (assay method).

Fabricate timbers before treatment. Handle treated timber according to the Consumer Information Sheet published by AWPA. Do not cut, frame, or bore treated timber after treatment unless approved by the CO. Handle treated timbers carefully and do not drop, damage outer fibers, or penetrate the surface with tools. Do not use cant dogs, hooks, or pike poles. In coastal waters, do not cut or bore timber below the high water mark.

Handle treated timber according to the AWPA published Consumer Information Sheet.

Do not drip or spill preservative into the aquatic environment or onto the ground. Handle treated timbers to prevent damage to their surfaces. Do not use cant dogs, hooks, or pike poles.

For timbers originally treated with pentachlorophenol, creosote, creosote solutions, or waterborne preservatives, field treat all cuts, abrasions, bolt holes, and recesses that occur after treatment with two liberal applications of a compatible preservative in accordance with the requirements specified in AWPA standard M4, Standard for the Care of Pressure-Treated Wood Products.

Unless otherwise specified, copper naphthenate solutions may be used for field treatments of material originally treated with copper naphthenate, pentachlorophenol, creosote, creosote solution, or waterborne preservatives. Prepare the preservative solution by blending copper naphthenate preservative that meets P8 requirements with a solvent conforming to AWPA standard P9. Ensure that the resulting preservative solution concentration contains a minimum of 2 percent copper metal.

Field treat cuts or abrasions with preservative. Dip, soak, spray, or apply three brush coats of the same preservative according to AWPA M4, Standard for the Care of Preservative-Treated Wood Products.

Impregnate holes bored after treatment with the same preservative using tools suitable for proper application. Plug all unused holes with preservative-treated plugs. Perform all field-applied preservative treatment with necessary precautions so as to prevent any soil and/or water contamination.

557.05 Untreated Timber. Coat the following untreated timber surfaces in accordance with AWPA standard M4:

(a) All ends and tops, and all contact surfaces of posts, sills, and caps.

(b) All ends, joints, and contact surfaces of bracing and truss members.

(c) All surfaces of timber bumpers and the back faces of bulkheads.

(d) All other timber that will be in contact with earth.

557.06 Workmanship. Cut and form all lumber and construction timber so all joints will have even bearing over the entire contact surface. Do not use shims in making joints. Construct all joints to be closed. Drive nails and spikes to set the heads flush with the wood surface. Use the same end, face, and edge of the timber member for all layout dimensions. Bore all holes from mating faces.

557.07 Holes for Bolts, Dowels, Rods, & Lag Screws. Bore all holes before preservative treating the wood. Bore holes for round drift bolts and dowels 1/16 inch smaller in diameter than that of the bolt or dowel to be used. Ensure that the diameter of holes for square drift bolts or dowels is equal to the side dimension of the bolt or dowel.

Bore holes for machine bolts with a bit 1/16 inch larger than the diameter. Bore holes for galvanized bolts to a diameter 1/16 inch (1.6 millimeter) larger than the diameter of the bolt. Bore holes for lag screws according to Subsection 7.3.1. of the AITC, Timber Construction Manual. Drill the depth of lag screw bolt holes 1 inch less than the length under the screw head and with a diameter approximately 75 percent of the shank diameter.

557.08 Hardware. Furnish the hardware as SHOWN ON THE DRAWINGS, and as specified below.

(a) Bolts & Washers. Tighten all nuts to provide proper bearing, and cut off excess bolt lengths of more than 1 inch. After final tightening, check or burr all bolts effectively with a pointing tool to prevent loosening of the nuts.

Use malleable iron washers with a diameter approximately three times the bolt diameter under all bolt heads or nuts in contact with wood. Use cast-iron washers when the timber is in contact with the ground. Use square washers only when SHOWN ON THE DRAWINGS or with the approval of the CO.

(b) Galvanizing. Unless otherwise SHOWN ON THE DRAWINGS, ensure that all hardware for timber structures is galvanized, except for the glued laminated deck panel dowels. Ensure that all fasteners, including nails, spikes, bolts, washers, and timber connectors, other than malleable iron or cast iron, are galvanized.

557.09 Countersinking. Countersink screws, nuts and bolt heads where SHOWN ON THE DRAWINGS. Treat recesses formed for countersinking with an approved preserva-tive, except in railing. After bolts or screws are in place, fill the holes with hot pitch or other approved filler.

557.10 Framing. Do not slab or trim treated piles for fitting sway or sash braces. Fill all gaps that occur between braces and piles with treated blocks so that the bracing is securely fastened to the piles.

557.11 Framing Bents. Bed mud sills firmly, evenly, and level to solid bearing, and tamp in place.

When concrete is cast and dowels are used for anchoring sills and posts, install dowels (3/4 inch minimum diameter) that project at least 6 inches above the tops of the pedestals. Carefully finish concrete pedestals supporting framed bents so that sills or posts bear evenly on the pedestals.

Provide firm, uniform bedding for mud sills. Make sills bear true and even on mud sills, piles, or pedestals. Drift bolt sills with bolts that extend into the mud sills or piles for at least 6 inches. Where possible, remove all earth in contact with sills for circulation of air around the sills.

557.12 Posts. Fasten posts to pedestals with dowels not less than 3/4 inch in diameter that extend at least 6 inches into the posts, or with other types of connectors as SHOWN ON THE DRAWINGS. Fasten posts to sills using one of the following methods, as

SHOWN ON THE DRAWINGS:

(a) With dowels not less than 3/4 inch in diameter that extend at least 6 inches into posts and sills.

(b) With drift bolts not less than 3/4 inch in diameter driven diagonally through the base of the post and extending at least 7 inches into the sill. Drive drift bolts into holes at a 45° angle to enter the post at least 6 inches above the post base.

(c) With other types of connectors as SHOWN ON THE DRAWINGS.

557.13 Pile Bents. Treat, furnish, and drive piles in accordance with Section 551.

557.14 Bent Caps. Make timber caps bear even and uniform over the tops of the supporting posts or piles, with their ends in alignment. Secure all caps with drift bolts and set approximately at the center of and extending into the posts or piles at least 9 inches.

557.15 Bracing. Bolt the ends of bracing through the pile, post, cap, or sill. Brace intermediate intersections with posts or piles with bolts or spikes, as required. In all cases, use galvanized spikes in addition to bolts.

Make all bracing bear firmly against the pile or cap to which it is bolted. Provide and place shims as necessary to prevent bending the bracing more than 1 inch out of line when bracing bolts are tightened.

Where the space between the bracing and cap or pile is less than 1 inch, shims need not be used.

Where the space between the bracing and the cap or pile is 1 1/2 ± 3/8 inch, place two ogee washers, with their narrow faces together, or other approved washers on each bolt that passes through the space.

Where the space between the bracing and the cap or pile is over 2 inches, use wooden shims of the proper thickness.

Fabricate the wooden shims from White Oak or from other approved hardwood. Do not use built-up wooden shims. Make wooden shims from a single piece of lumber with the width not less than 4 inches, and the length not less than the width of the bracing measured along the cap or pile. Do not adze, trim, or cut any treated member to avoid the use of shims.

557.16 Stringers. Place solid sawn stringers in position so that knots near edges are in the top portions of the stringers.

Outside stringers may have butt joints with the ends cut on a taper. Lap interior stringers to take bearing over the full width of the floor beam or cap at each end. Separate the lapped ends of untreated stringers by at least 1/2 inch for air circulation. Securely fasten the lapped ends with drift bolts, as required. Stagger the joints where stringers are two panels in length.

Install cross-bridging between stringers as SHOWN ON THE DRAWINGS. If timber cross-bridging members are used, cut for a full bearing at each end against the sides of the stringers. Place cross-bridging at the center of each span or as SHOWN ON THE DRAWINGS. Securely toenail the cross-bridging with at least two nails in each end.

If blocking is used, make it fit snugly and securely.

557.17 Plank Floors. Use plank that is surfaced on four sides (S4S).

Single-ply timber floors consist of a single thickness of planks supported on stringers.

Lay the planks heart side down with 1/4 inch space between them for seasoned material, and with tight joints for unseasoned material. Spike each plank securely to each stringer. Carefully grade the planks as to thickness and lay so that no two adjacent planks vary in thickness by more than 1/16 inch.

Two-ply timber floors consist of two layers of flooring supported on stringers. Pressure treat the lower layer with creosote oil or with another preservative as SHOWN ON THE DRAWINGS. Lay the top layer either diagonal or parallel to the centerline of roadway as required. Securely fasten each floor piece to the lower layer. Stagger joints at least 3 feet. Where the top layer is placed parallel to the centerline of the roadway, use special care to securely fasten the ends of the flooring. Bevel the ends of top layer members at each end of the structure.

557.18 Transversely Nail-Laminated Decks. Use 2 inch nominal thickness laminations; surface one edge hit or miss 1/8 inch scant (SIE–H or M 1/8 inch scant), and one side hit or miss 1/8 inch scant (SIS–H or M 1/8 inch scant).

Place the laminations on edge and at right angles to the centerline of the roadway. Spike each piece to the preceding piece at each end and at approximately 18-inch intervals, with the galvanized spikes driven alternately near the top and bottom edges. Use spikes of sufficient length to pass through two pieces and at least halfway through the third piece.

Where timber stringers are used, toenail every other piece to every other stringer. Use the size spikes specified. When steel stringers are used, securely attach the pieces using approved galvanized metal clips.

Use pieces of sufficient length to bear on at least four stringers. Do not splice pieces between stringers. Space end joints on any one stringer no closer than every third piece.

Space end joints in adjoining pieces no closer than every second stringer.

557.19 Glued Laminated Panel Decks. Do not drag or skid panels. When lifted, support panels in the weak-moment plane at a sufficient number of points to avoid overstressing, and protect the edges from damage.

When dowels are SHOWN ON THE DRAWINGS between deck panels, use a template or drilling jig to ensure that dowel holes are accurately spaced and drilled parallel to one another and to the horizontal surfaces of the panel. Drill holes to a depth 1/4 inch greater than one-half the dowel length, and of a diameter that is 1/16 inch greater than the dowel, unless otherwise SHOWN ON THE DRAWINGS. Use a temporary dowel as a check for snug fit prior to production drilling. Use dowels of the size SHOWN ON THE DRAWINGS, with the tips slightly tapered or rounded. Use an approved lubricant to facilitate the connection process.

Start the tips of all dowels partially and equally into the holes of the two panels being joined. Draw the panels together keeping the edges parallel, until the panels abut tightly.

Securely fasten each panel to each stringer as SHOWN ON THE DRAWINGS.

Assemble and match-mark panels prior to delivery to the construction site when SHOWN ON THE DRAWINGS. Follow erection procedures given in FPL–263, Forest Service, Forest Products Laboratory (FPL), Madison, Wisconsin.

557.20 Wheel Guards & Railings. Surface (S4S) wheel guards, rails, and posts.

Place wheel guards in sections not less than 12 feet in length. Squarely butt joint all rails at posts.

557.21 Trusses. Fabricate trusses to show no irregularities of line when completed.

Fabricate chords straight and true from end to end in horizontal projection. In vertical projection, fabricate chords to a smooth chorded curve through panel points conforming to the correct camber. Make bearing surfaces fit accurately. Do not make uneven or rough cuts at the points of bearing.

557.22 Drains. Hot-dip galvanize drains, including anchorages, after fabrication.

557.23 Painting. When required by the contract, paint in accordance with Section 563.

557.24 Acceptance. Material for timber structures will be evaluated under Subsections

106.02 and 106.03. Submit a production certification with each shipment of structural timber and lumber. If treated, indicate the preservative used, penetration inches (millimeters), retention in pounds per cubic foot (kilograms per cubic meter) (assay method), and the "Best Management Practice" used in treating timber members.

Construction of timber structures will be evaluated under Subsections 106.02 and 106.04.

Painting will be evaluated under Section 563.

Measurement

557.25 Method. Measure the Section 557 pay items listed in the bid schedule according to Subsection 109.02 and the following as applicable:

When measuring untreated and treated structural timber and lumber by the thousand board feet measure (MFBM), measure in the structure.

Compute the quantities from nominal dimensions and actual lengths, except for transversely nail laminated decks and glue laminated panel decks. Measure transversely nail laminated decks and glue laminated panel decks in place after dressing.

Measure timber piles under Section 551.

Measure timber bridge rail under Section 556.

Payment

557.26 The accepted quantities will be paid at the contract price per unit of measurement for the Section 557 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

All specs are from the available from FP-24 FHWA standard specs ( pulled out the excerpts and headings below) https://highways.dot.gov/federal-lands/specs/fp-24

Section 151. — MOBILIZATION

Description

151.01 This work consists of moving personnel, equipment, material, and incidentals to the project and performing work necessary before starting work at the project site. This work also includes obtaining permits, insurance, and bonds.

Measurement

151.02 Measure the Section 151 pay items listed in the bid schedule according to Subsection 109.02.

Payment

151.03 The accepted quantities will be paid at the contract price per unit of measurement for the Section 151 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Progress payments for mobilization by the lump sum will be paid as follows:

(a) Bond premiums will be reimbursed from the mobilization pay item according to FAR Clause 52.232-5 Payments under Fixed-Price Construction Contracts, after receipt of the evidence of payment.

(b) 50 percent of the pay item amount, less the amount paid under Subsection 151.03(a), will be paid after 5 percent of the original contract amount is earned from pay items (not including mobilization).

The amount paid will not exceed 5 percent of the original contract amount.

(c) 100 percent of the pay item amount, less the amount paid under Subsections 151.03(a) and 151.03(b), will be paid after 10 percent of the original contract amount is earned from pay items (not including mobilization). The amount paid will not exceed 10 percent of the original contract amount.

(d) Any portion of the pay item amount more than 10 percent of the original contract amount will be paid after final acceptance.

203.04 Salvaging Material. Salvage designated material with reasonable care. Salvage in readily transportable sections or pieces. Replace or repair members, pins, nuts, plates, and related hardware damaged, lost, or destroyed during the salvage operation. Notify the CO in writing if parts are damaged, missing, or destroyed before starting the salvage operation.

Label all members of salvaged structures with match marks. Securely attach parts to adjacent members or pack them in approved and marked containers with the contents clearly listed.

Submit one set of drawings according to Subsection 104.06 identifying the members and their respective match marks.

Stockpile salvaged material at a designated area.

555.02 Conform to the following Section:

Structural metal 717

Section 717. — STRUCTURAL METAL

717.01 Structural Steel.

(a) Structural carbon steel. Conform to the following:

(1) Primary bridge members AASHTO M 270, Grade 36T or 50ST

(2) Fracture critical bridge members AASHTO M 270, Grade 36F or 50SF

(3) Hollow structural sections ASTM A500, Grade B or C, ASTM A618, ASTM A847, or ASTM A1085

(4) Other shapes, plates, and bars AASHTO M 270, Grade 36 or 50S

(b) High-strength low-alloy structural steel. Conform to the following:

(1) Primary bridge members and welded members

AASHTO M 270, Grade 50T or 50WT

(2) Fracture critical bridge members and fracture critical welded members

AASHTO M 270, Grade 50F or 50WF

(3) Other shapes, plates, and bars AASHTO M 270, Grade 50 or 50W

(c) HPS. Conform to the following:

(1) Primary bridge members AASHTO M 270, Grade HPS 50WT, HPS 70WT, or HPS 100WT

(2) Fracture critical bridge members AASHTO M 270, Grade HPS 50WF, HPS 70WF, or HPS 100WF

(3) Other shapes, plates, and bars

AASHTO M 270, Grade HPS 50W, HPS 70W, or

HPS 100W

(d) Bolts and nuts. Conform to ASTM F1554, Grade 36 or 55, or ASTM A307 as shown in the plans. Provide nuts conforming to ASTM A563 for appropriate grade and size of anchor bolt. Lubricate galvanized nuts with a lubricant containing a visible dye.

(e) High-strength bolts, nuts, and washers. Provide bolts conforming to ASTM F3125 or ASTM F3148 as specified. If not provided as an assembly (ASTM F3125 Grades F1852 and F2280, or ASTM F3148), provide nuts conforming to ASTM A563, Grade DH or DH3, with the S1 Supplementary Lubricant Requirement, and provide washers conforming to ASTM F436. Use Type 3 bolts, nuts, and washers to connect uncoated weathering steel components.

Use Type 1 or 3 in other scenarios.

Provide fastener assembly coatings conforming to ASTM F3125 Annex A1 or ASTM F3148 Table 1. If hot-dip or mechanically galvanized coatings are used, use a lubricated nut dyed blue.

Provide fastener assemblies (bolt, nut, and washers) that have been rotation-capacity tested by the manufacturer and fastener components that have been assigned a rotation-capacity lot number.

Section 556. — BRIDGE RAILING

556.01 This work consists of providing, erecting, removing, and resetting bridge railings.

Material

556.02 Conform to the following Subsections:

Aluminum alloy for bridge rail 717.10 Aluminum bolt heads and nuts 717.11 Aluminum welding wire 717.12 Box beam rail 724.01(b)

Section 557. — TIMBER STRUCTURES Description

557.01 This work consists of fabricating, treating, erecting, and coating structural timber.

Material

557.02 Conform to the following Section and Subsections:

Galvanized coatings 717.07 Gray iron castings 717.04(c) Malleable iron castings 717.04(d) Material for timber structures 716 Structural carbon steel 717.01(a)

Section 563. — COATING

563.01 This work consists of removing and applying coatings.

Material

563.02 Conform to the following Section and Subsection:

Coating material 719 Water for cementitious materials 725.01(a)