Wisconsin WisDOT Standard Specifications (within FDM) — Section 514

Effective with the December 2018 Letting 284 2019 Standard Spec ifications Section 514 Floor Drains, Deck Drains, and Downspouts

514.1Description

(1)The section describes providing drainage components for highwa y structures and drainage systems

for railroad structures.

514.2Materials

514.2.1 General

(1)Furnish materials conforming to the following:

Structural car bon steel ....................................... .......................................................................................... 506.2 Miscellaneous metals .......................................... ........................................................................................ 506.2 Cast Iron ..................................................... ......................................................................... ASTM A48 , class 30 514.2.2 Highway Structures

(1)Use structural carbon steel or cast iron, whichever the plans show, for floor drain frames and grates.

After fabrication, blast clean and zinc coat steel components according to ASTM A123 as follows: - Structural steel frames and grates. - Steel pipes, clamps, fittings, and brackets for lateral pipin g.

(2)Furnish UV-resistant reinforced thermosetting resin pipe (RTRP ) and pipe fittings for downspouts

conforming to ASTM D2996 , designation code RTRP-12EA1-2122 or RTRP-11AQ2-2112. Furnish stainless steel brackets for attaching RTRP to the structure.

(3)Furnish adhesive anchors as specified in 502.2.12 with stainless steel ancho r bolts, nuts, and washers

conforming to 513.2.1 . Unless the plans show otherwise , use 1/2-inch diameter anchor bolts.

(4)Furnish grade A, A-FA, A-S, A-T , A-IS, A-IP, or A-IT concrete conforming to 501 as modified in 716 for

concrete used in aprons for dow nspouts. Provide QMP for class I I ancillary concrete as specified in 716. 514.2.3 Railroad Structures

(1)Furnish perforated half-round corrugated steel pipe, drainage pans with end closure plates, and

unperforated outlet stubs and do wnspouts of the sizes and gauges the plans show. Ensure that these components are galvanized and fully coated with asphalt accordi ng to AASHTO M190.

(2)Furnish galvanized pipe clamps and hardware the plans show.

514.3Construction

514.3.1 Floor Drains

(1)Set floor drains with the grate at the elevation, relative to the top of the deck, the plans show.

514.3.2 Adjusting Floor Drains

(1)If the plans show or contract spe cifies, provide new drain fra mes and inserts. Fabricate, blast clean,

and apply a shop coat of primer. Touch up areas of damaged primer after installation with a department-approved organic zinc-rich primer.

(2)After placing and curing adjacent concrete, paint exposed surfaces of inserts and frames with a coat of

department-approved ready-mixed l eafing aluminum paint. Brush c lean existing drain grates and apply a similar coat of leafing aluminum paint. 514.3.3 Railroad Structure Deck Drain Systems

(1)Develop and submit shop drawings conforming to 107.17.1 . Fabricate and install deck drain systems

conforming to the shop drawings and as the plans show.

(2)Set the deck drains in a thick coat of hot asphalt mopped on a sphalt panels to anchor the drains in

place. Ensure that pipe perforations are not plugged with aspha lt. Clear plugged holes without exposing bare metal using engineer-approved methods. 514.3.4 Downspouts

(1)Fabricate and install downspouts according to the plan details . Make RTRP connections using an

epoxy adhesive following the RTRP pipe manufacturer's installation recommendations. Make connections to steel or cast i ron components as the plans show.

(2)If the plans require color matching, paint steel components co nforming to 517.3 and use RTRP pipe

and pipe fittings either pigmented throughout or that have a re sin-rich pigmented exterior coat specifically designed for overcoating fiberglass, as the RTRP m anufacturer recommends.

Effective with the December 2018 Letting 285 2019 Standard Spec ifications (3) Space brackets every 12 feet on center or closer. Place at least one bracket at each elbow and 2 brackets, one on each side, at eac h lateral joint connection. A ttach to concrete piers, abutments, and decks using adhesive anchor bolts.

(4)Construct concrete aprons as the plans show.

514.4Measurement

(1)The department will measure the Fl oor Drains and Adjusting Flo or Drains bid items as each individual

drain acceptably completed.

(2)The department will measure the Ra ilroad Deck Drain System bid items as a single lump sum unit for

each railroad structure acceptably completed.

(3)The department will measure the Downspout bid items by the lin ear foot acceptably completed,

measured in place along the cent erline of pipe, from end to end through all fittings.

514.5Payment

(1)The department will pay for measured quantities at the contrac t unit price under the following bid

items: ITEM NUMBER DESCRIPTION UNIT

514.0400 - 0499 Floor Drains (type) EACH

514.0900 Adjusting Floor Drains EACH

514.1000 Railroad Deck Drain Syst em (railroad structure) LS

514.2600 - 2699 Downspout (inch) LF

(2)Payment for the Floor Drains b id items is full compensation fo r providing floor drains including the

frames, grates, and lateral pipes.

(3)Payment for Adjusting Floor Dr ains is full compensation for pr oviding floor drain frames and inserts

including new materials; and for required fabrication, cleaning , and painting.

(4)Payment for the Railroad Deck Dr ain System bid items is full c ompensation for providing the deck

drainage system; for shop drawi ngs; and for asphalt coatings.

(5)Payment for the Downspout bid i tems is full compensation for p roviding downspouts; for painting; for

attachment hardware; and for providing concrete aprons.

Effective with the December 2018 Letting 286 2019 Standard Spec ifications Section 515 Steel Grid Floors

515.1Description

(1)This section describes provi ding steel grid floors of the open type, or concrete filled type.

515.2Materials

(1)Furnish materials conforming to the following:

(2)All steel in steel grid floors shall conform to ASTM A36 , with a minimum copper content of 0.2 percent.

(3)Zinc coat open type grid floors according to ASTM A123 .

(4)For concrete filled type floors , use grade C, C-FA, C-S, C-IS, C-IP, or C-IT concrete. Provide QMP for

class I structure concrete as specified in 715.

515.3Construction

515.3.1 Fabrication

(1)Manufacture the steel grid floors to conform to the thickness, section, loading, and other requirements

the plans show; and so if assembled in place they conform to the camber the plans show. The engineer will reject steel grid floors not within 1/2 inch of s pecified camber. Serrate the top edges of open type grid floors.

(2)If fabricating the floor with t he main elements normal to the centerline of the roadway, extend the units

the full width of the roadway for roadways up to 40 feet wide. If multiple units are allowed, extend the units over at least 3 panels. If t he main elements are parallel to the centerline of the roadway, extend the section over no t less than 3 panels. If j oints are required , weld the ends of all main floor members at the joints over their full cr oss-sectional area to provide full continuity and, preferably, place joints, if assembling the floor in place, over a supporting member.

(3)Before fabricating, submit complete detailed shop drawings to the engineer for approval. These

drawings shall show the spacin g and size of component parts, th e size and length of welds, splices and trims, and complete assembly details, including size and lo cation of recommended erection welding.

(4)Fabricate and construct steel grid floors being filled with co ncrete to provide adequate support for the

concrete filler. 515.3.2 Erection

(1)Assemble the units or sections of the grid floor on the structure and weld the abutting main elements

and connecting members between the sections to provide full con tinuity for the entire floor or between any points the plans show. Weight the floor assembly down or cl amp it in place to make a tight joint with full bearing on its supports before welding. If there is a roadway crown, weld beveled bars to the stringer flange to provide a bearing surface parallel to the cr own, unless placing the stringers with their vertical axes normal to the crow n. Use the location, size, and length of the welds that the manufacturer recommends or as the engineer approves. 515.3.3 Welding

(1)Weld steel grid floors as the plans show and conforming to AWS D 1.1, Structural Welding Code -

Steel. 515.3.4 Painting

(1)Spot paint damaged places in the zinc coating and field welds with a department-approved zinc-rich

paint. Clean field welds of scale or slag and neutralize the welds as specified in 517.3.1.3.1 before spot painting. 515.3.5 Concrete Filler

(1)Mix, place, and cure the c oncrete as specified in 501 and 502. Unless directed otherwise, compact the

concrete thoroughly by vibrating. The vibrating device and manner of operation are subject to the engineer’s approval.

515.4Measurement

(1)The department will measure the St eel Grid Floor bid items by the square foot acceptably completed.

515.5Payment