75 MISCELLANEOUS METAL
75-1 General
75-1.01 General
75-1.01A Summary
Section 75 -1 includes general specifications for fabricating and installing miscellaneous metals . Welding must comply with AWS D1.1.
75-1.01B Definitions
Reserved
75-1.01C Submittals
Reserved
75-1.01D Quality Assurance
75-1.01D(1) General
Reserved
75-1.01D(2) Qualifications
Welders and welding operators must be qualified under AWS D1.1.
75-1.01D(3) Department Acceptance
The following miscellaneous metal materials are inspected at the fabrication site:
1.Miscellaneous iron and steel
2.Miscellaneous metal (bridge) Notify the Engineer:
1.When materials listed above have been delivered to the fabrication site
2.At least 10 days before starting fabrication
75-1.02 Materials
75-1.02A General
Materials must comply wit h the requirements shown in the following table: SECTION 7 5 MISCELLANEOUS METAL Miscellaneous Metal Materials Material Requirement Steel bars, plates, and shapes ASTM A36/A36M, A575, or A576 (AISI or M Grades 1016 –1030) Steel fastener components for general applications: Bolts and studs ASTM A307 Anchor bolts ASTM F1554a HS bolts and studs ASTM A449, Type 1a HS threaded rods ASTM A449, Type 1a HS nonheaded anchor bolts ASTM F1554, Grade 105, Class 2Aa Nuts ASTM A563, including appendix X1b Washers ASTM F844 Hardened washers ASTM F436, Type 1, including S1 supplementary requirements Components of HS steel fastener assemblies for use in HS joints: Bolts ASTM F3125, Grade A325, Type 1 Tension control bolts ASTM F3125, Grade F1852, Type 1 Nuts ASTM A563, including appendix X1b Hardened washers ASTM F436, Type 1, Circular, including S1 supplementary requirements Direct tension indicators ASTM F959, Type 325, zinc -coated Stainless steel fasteners, alloys 304 & 316, for general applications: Bolts, screws, studs, threaded rods, and nonheaded anchor bolts ASTM F593 Nuts ASTM F594 or F836M Washers ASTM A240/A240M and ASME B18.22M Gray iron castings: Inside a roadbed AASHTO M 306 Outside a roadbed AASHTO M 306 except only AASHTO M 105, Class 35B is allowed Ductile iron castings ASTM A536, Grade 80 -55-06 Carbon -steel castings ASTM A27/A27M, Grade 65 -35, Class 1 Malleable iron castings ASTM A47/A47M, Grade 32510 Cast iron pipe Commercial quality Steel pipe Commercial quality, welded or extruded Other parts for general applications Commercial quality aUse hardened washers. bZinc-coated nuts tightened beyond snug or wrench tight must be furnished with a dry lubricant complying with supplementary requirement S2 in ASTM A563. Remove burrs, rough and sharp edges, and other flaws. Straighten warped pieces after fabricating and galvanizing.
75-1.02B Galvanizing
Galvanize miscellaneous metal materials under the schedules and specifications shown in the following table: SECTION 7 5 MISCELLANEOUS METAL Galvanizing Schedules and Specifications Material Schedulea Specification Rolled, pressed, and forged steel shapes, plates, bars, and strip ≥ 1/8 inch thick Except for pregalvanized standard pipe, galvanize material after fabrication into the largest practical sections ASTM A123/A123M Steel <1/8 inch thick Galvanize before or after fabrication Galvanized before fabrication: ASTM A653/A653M, Coating Designation G210 Galvanized after fabrication: ASTM A123/A123M except the weight of zinc coating must average at least 1.2 oz/sq ft of surface area with no individual specimen having a coating weight of less than 1.0 oz/sq ft Standard pipe --ASTM A53/A53M except the zinc coating for fence pipes and structural shapes except for metal line posts for barbed and woven wire fences must average at least 1.2 oz/sq ft of surface area with no individual specimen having a coating weight of less than 1.0 oz/sq ft Iron and steel hardware except threaded studs, bolts, nuts, and washers spe cified to comply with ASTM A307; F3125, Grade A325; A449; A563; F436; or F1554b Galvanize after fabrication ASTM A153/A153M Rail elements, backup plates, terminal sections, and end and return caps of guardrail -- AASHTO M 180 aFabrication includes shearing, cutting, punching, forming, drilling, milling, bending, welding, and riveting. bFor threaded studs, bolts, nuts, and washers spe cified to compl y with ASTM A307; F3125, Grade A325; A449; A563; F436; or F1554, galvanize under their ASTMs. Galvanizing is not required for stainless steel, monel metal, and similar corrosion -resistant parts . Galvanizing is not required for the following miscellaneous bridge metal:
1.Portions of plates, shapes, or other items embedded more than 2 inches in concrete .
2.Embedded steel pipe ending at or below the surface of encasing concrete .
3.Items described to receive other finishes . Clean welded areas before galvanizing to remove slag or other material that would interfere with the adherence of the zinc. Galvanize parts of fastener assemblies separately before assembly. Tapping of nuts or other internally threaded parts to be used with zinc -coated bolt s, anchor bars, or studs must (1) be performed after galvanizing and (2) comply with thread dimensions and overtapping allowances in ASTM A563. Repair damaged galvanized surfaces as follows:
1.Clean by thoroughly wire brushing damaged areas and removing l oose and cracked coating. SECTION 7 5 MISCELLANEOUS METAL
2.Paint cleaned areas with 2 applications of organic zinc -rich prim er from the Authorized Material List for organic zinc -rich primers . Do not use aerosol cans.
75-1.02C 75-1.02H Reserved
75-1.03 Construction
Not Used
75-1.04 Payment
Except for final -pay-item miscellaneous metal materials, the payment quantity for miscellaneous metal material is the weight determined from scale weighings.
75-2 Miscellaneous Iron and Steel
75-2.01 General
Section 75 -2 includes specifications f or fabricating miscellaneous iron and steel .
75-2.02 Materials
75-2.02A General
Raised pattern plates must be commercial quality.
75-2.02B Frames, Grates, and Covers
Grates must be produced from one of the following:
1.Structural steel complying with either of the following : 1.1. ASTM A36/A36M 1.2. ASTM A576, Grades 1021, 1022, 1026, 1029, or 1030
2.Ductile iron castings
3.Carbon -steel castings Manhole frames and covers must comply with AASHTO M 306. Galvanize cast iron manhole frames and covers for sidewalks after fabrication and before assembling component parts. Coat other cast iron items with commercial -quality asphalt except machined surfaces of manhole frames and covers for decks. Drainage inlet frames and grates except those on bridges need not be galvanized or coated with asphalt. Match -mark frames and grates and frames and covers in pairs before delivery to the job site. Grates an d covers must fit into their frames without rocking.
75-2.03 Construction
Not Used
75-2.04 Payment
A frame and cover pair is 1 measurement unit. A frame and grate pair is 1 measurement unit.
75-3 Miscellaneous Bridge Metal
75-3.01 General
75-3.01A Sum mary
Section 75 -3 includes specifications for fabricating and installing miscellaneous bridge metal . Miscellaneous bridge metal consists of:
1.Structural steel and cast steel portions of bearing plates, bars, rockers, as semblies, and other expansion or fixed bearing devices in concrete structures
2.Equalizing bolts and expansion joint armor in concrete structures
3.Expansion joint armor in steel structures
4.Manhole frames and covers, frames and grates, ladder rungs, g uard posts, and access door assemblies
5.Deck drains, area drains, retaining wall drains, and drainage piping not included in bridge deck drainage system SECTION 7 5 MISCELLANEOUS METAL
75-3.01B Definitions
Reserved
75-3.01C Submittals
75-3.01C(1) General
Submit a certificate of compliance for anchorage devices. Submit a work plan for placing the nonskid surface showing:
1.Application method
2.Spread rate of epoxy and grit
3.Number of coats
75-3.01C(2) Bridge Deck Drainage System
Submit a certificate of complia nce for fiberglass pipe and fittings; include laboratory test results.
75-3.01D Quality Assurance
75-3.01D(1) General
Reserved
75-3.01D(2) Quality Control
75-3.01D(2)(a) General
Test spring latches and other mechanical devices before delivery to the jo b site; they must operate smoothly and properly .
75-3.01D(2)(b) Bridge Deck Drainage System
After installing the drainage system and final cleanup of the deck and drainage areas, test each drain pipe and facility except short free fall pipes in the Engine er's presence by discharging 100 gallons of water into the drain. The test must demonstrate the proper operation of the drain pipe and facility. If the test indicates obstructions in the pipe, clear the pipe and repeat the test until the drain pipe and fac ility are unobstructed.
75-3.01D(2)(c) Nonskid Surface
Before applying any nonskid material, demonstrate the method of application to the Engineer by preparing a 1 sq ft test sample applied on hardboard at least 1/4 inch thick. The nonskid surface must have a total thickness from 1/8 to 3/16 inch.
75-3.01D(3) Department Acceptance
Reserved
75-3.02 Materials
75-3.02A General
Fabricate the parts shown in the table below from the corresponding materials shown: SECTION 7 5 MISCELLANEOUS METAL Miscellaneous Metal Parts Part Material Bearing assemblies ASTM A36/A36M Access opening covers Commercial -quality sheet steel Access doors Galvanized sheet steel complying with ASTM A653/A653M, Coating Designation G210 [Z600] Springs for deck drain grating latches Commercial -quality, stainless steel spring wire containing a nominal composition of 18% chromium and 8% nickel Pipe bends Commercial -quality tube bends or fabricated bends of equal smoothness. Do not use miter -joint bends. Metal parts of anchorage devices except iron castings for CIP inserts Steel or stainless steel Iron castings for CIP inserts Malleable iron or ductile iron Fabricate expansion joint ar mor from steel plates, angles, or other structural shapes. Shape the armor to the section of the concrete deck and match -mark it in the shop. Cast steel and cast iron must comply with section 55. Transition fittings between pipes of different diameters mus t be:
1.Smooth and uniform, without sags, projections, or offsets
2.At least 4 inches in length for each 1 -inch reduction in pipe diameter Sealing compound for caulking and adhesive sealing must be polysulfide or polyurethane complying with ASTM C920, Type S, Grade NS, Class 25, Use O.
75-3.02B Bolted and Threaded Bar Connections
HS bolted connections must comply with the specifications for HS steel fasteners and bolted connections in section 55. Equalizing bolts must be bolts or threaded bars. Threaded bars shown as prestressing steel must comply with the specifications for plain bars in ASTM A722/A722M, including supplementary requirements. Nuts must comply with section 50 -1.02H and the 1st p aragraph of section 50 -1.03B(2)(c). Abrasives used for blast cleaning must comply with section 59 -1.02B. Thread -locking systems must (1) consist of a cleaner, primer, and anaerobic thread -locking adhesive and
2.be on the Authorized Material List for anae robic thread -locking systems. Apply all components of the system under the manufacturer's instructions.
75-3.02C Anchorage Devices
75-3.02C(1) General
Concrete anchorage devices must be on the Authorized Material List for stud mechanical expansion anchors, shell -type mechanical expansion anchors, resin capsule anchors, or cast -in-place inserts . Concrete anchorage devices must be (1) mechanical expansion anchors or resin capsule anchors installed in drilled holes or (2) CIP concrete inserts. An anchorage device must be a complete system, including threaded studs, hex nuts, and cut washers. Thread dimensions for externally threaded anchorage devices before zinc coating must comply with ASME B1.1 ha ving Class 2A tolerances or ASME B1.13M having Grade 6g tolerances. Thread dimensions for internally threaded concrete anchorage devices must comply with ASTM A563. Except for mechanical expansion anchors and iron castings for CIP inserts, metal parts of a nchorage devices must be hot -dip or mechanically galvanized.
75-3.02C(2) Mechanical Expansion Anchors
Mechanical expansion anchors must be (1) hot -dip or mechanically galvanized, (2) made from stainless steel, or (3) coated with electrodeposited zinc comp lying with ASTM B633. SECTION 7 5 MISCELLANEOUS METAL Mechanical expansion anchors must be the integral stud type or the shell type with internal threads and an independent stud. Do not use self -drilling mechanical expansion anchors.
75-3.02C(3) Resin Capsule Anchors
Reserved
75-3.02C(4) Cast-in-Place Concrete Inserts
CIP concrete inserts must be ferrule loop or cast iron. Iron castings for CIP inserts must be mechanically galvanized.
75-3.02D Bridge Deck Drainage System
75-3.02D(1) General
Reserved
75-3.02D(2) Pipe Connections and Joints
Self-tapping screws for sleeve connections must:
1.Be stainless steel with hex -heads
2.Be installed in holes drilled to fit the screws
3.Comply with ASTM A276, Type 304, for a project in a non -freeze -thaw area
4.Comply with ASTM A276, Type 316, for a project in a freeze -thaw area Drain pipe joints must be watertight, smooth, and free from projections or offsets over 1/16 inch on the inside. Mechanical couplings in pipin g must be gasketed short -sleeve type consisting of:
1.Mild steel middle ring with pipe stop
2.2 rubber compound wedge section ring gaskets
3.2 mild steel follower rings
4.Mild steel bolts to compress the gaskets
75-3.02D(3) Fiberglass Pipes and Fitti ngs
Fiberglass pipe and fittings must:
1.Comply with ASTM D2996
2.Have a minimum short -term rupture strength of 30,000 psi For joining pipe and fittings, use the adhesive type recommended by the manufacturer. Fiberglass pipe not enclosed in a box girder cell or encased in concrete must be made from UV -resistant resin pigmented with concrete -gray color or be coated with a concrete -gray resin -rich exterior coating. Do not use paint. Fiberglass pipe with UV protection must withstand at least 2,500 hours of accelerated weathering when tested under ASTM G154 with UVB -313 lamps. The resting cycle must be 4 hours of UV exposure at 140 degrees F and then 4 hours of condensate exposure at 120 degrees F. After testing, the pipe surface must show no fiber exposure, crazing, or checking and only slight chalking or color change.
75-3.02D(4) PVC Pipes and Fittings
For drainage pipe NPS 8 or smaller encased in concrete or enclosed in a box girder cell and exposed for at most 20 feet within the cell, you may use PVC pipe and fittings with the same diameters and minimum bend radii shown instead of welded pipe. PVC pipe and fittings must be schedule 40, complying with ASTM D1785.
75-3.02E Bearing Devices
Reserved
75-3.02F Nonskid Surface
Epoxy must comply with section 95 -1.02C, 95 -1.02D, or 95 -1.02G. SECTION 7 5 MISCELLANEOUS METAL Grit must be:
1.Commercial -quality aluminum oxide, silicon carbide, or almandite garnet grit particles
2.Screen size no. 12 –30 or no. 14 –35
3.Applied uniformly at a rate of at least 0.3 pounds per square foot of surface area
75-3.03 Construction
75-3.03A General
Straighten warped sections of expansion joint armor before placing. Secure the expansion joint armor in the correct position during concrete placement.
75-3.03B Bolted and Threaded Bar Connections
Where cleaning is described, clean nuts, bolts, threaded bars, and plate washers under SSPC -SP 6 or SSPC -SP 2 before painting. Surfaces blast cleaned under SSPC -SP 6 must have a dense, uniform, angular anchor pat tern of at least 1.5 mils when measured under ASTM D4417. Paint blast -cleaned surfaces the same day blast cleaning is performed unless otherwise authorized. Reclean surfaces that rust or become contaminated before paint is applied. Paint surfaces with 2 ap plications of organic zinc -rich primer from the Authorized Material List for organic zinc-rich primers . Do not use aerosol cans. For threads engaged by nuts, apply the 2nd application to the nuts and threads after installation.
75-3.03C Anchorage Devices
Install mechanical expansion anchors, resin capsule anchors, and CIP inserts under the manufacturer's instructions. If the manufacturer's instructions do not include torque requirements, tighten nuts used to attach equipment or fixtures to anchorage devices to the installation torque requirements shown in the following table: Torque Requirements Stud diameter (inch) Installation torque requirements ( ft-lb) Shell -type mechanical expansion anchors Integral -stud-type mechanical expansion anchors Resin capsule anchors and CIP inserts 1-1/4 -- -- 400 1 -- -- 230 7/8 -- -- 175 3/4 80 175 150 5/8 35 90 75 1/2 22 50 30 3/8 11 25 18 1/4 4 7 -- Install concrete anchorage devices such that the attached equipment or fixtures bear firmly against the concrete. Install shell -type mechanical expansion anchors such that the top surface of the anchor body remains 1/2 to 1 inch below the concrete surface after expansion. After installation of shell-type mechanical expansion anchors and before mounting equipment or fixtures, demonstrate to the Engineer that the expansion anchors are firmly seated within these tolerances.
75-3.03D Bridge Deck Drainage System
Securely cover deck drain grates and other grating openings to prevent intrusion of debris until after final cleanup of the deck and drainage areas. Provide a transition section where a pipe under a walkway or other improved area must be of a smaller diamet er than the downdrain pipe. SECTION 7 5 MISCELLANEOUS METAL Couplings used to connect PVC or fiberglass pipe to steel must be threaded or flanged. For PVC or fiberglass pipe, do not use the sleeve connections shown. If fiberglass pipe is used, support spacing for fiberglass pipe must be the same as shown for welded steel pipe. Each pipe support must have a width of at least 1 -1/2 inches. If PVC pipe is used, pipe support spacing for PVC pipe must be at most 6 feet.
75-3.03E Bearing Devices
Bearing assemblies or masonry plates placed on m ortar pads must comply with section 55 -1.03C(3). Set bearing plates level. Set rockers and expansion devices to comply with the temperature at the time of erection or to the specified setting.
75-3.03F Nonskid Surface
Where a nonskid surface is shown on s teel plates, apply an epoxy mixed with grit. The finish color of the nonskid surface must be light gray. Before applying epoxy and grit to a galvanized surface, prepare the surface under section 59 -3.03. If authorized, you may use a commercial -quality nons kid surface made of a 2 -component UV -resistant epoxy and grit if the quality is equal to the epoxy -grit mixture specified.
75-3.04 Payment
The payment quantity for miscellaneous metal does not include the weight of epoxy and grit for a nonskid surface.
75-4 Pumping Plant Metal Work
75-4.01 General
Section 75 -4 includes specifications for installing pumping plant metal work . Pumping plant metal work consists of fabricated and cast metal parts used for constructing pumping plants, including (1) metal parts in the pumphouse, outside stairway, storage box, and discharge box and
2.and the roadway -type inlet frames and grates at the pumping plant site. Pipe handrailing must comply with section 83 -2.09.
75-4.02 Materials
Concr ete anchorage devices must comply with section 75 -3.02C. Except in walkway areas, cast iron manhole covers and frames and cast iron grates and frames must be dipped in commercial -quality asphalt. Manhole covers and frames for pumping plant discharge boxes must be watertight and certified by the manufacturer to be rated to the pressure shown.
75-4.03 Construction
Provide 1 heavy -duty, galvanized steel, safety padlock hasp and staple assembly. The assembly must be securely attached to door and frame and have:
1.Vertical staple consisting of a rod with a diameter of at least 1/8 inch
2.Slotted leaf at least 6 inches in length
75-4.04 Payment
The payment quantity for pumping plant metal work does not include (1) metal parts installed under section 74 an d (2) road -type inlet frames and grates paid for as a separate bid item.
75-5 Cattle Guard
75-5.01 General
75-5.01A Summary
SECTION 7 5 MISCELLANEOUS METAL Earthwork for cattle guards must compl y with section 19 -3. Concrete foundations and drain holes for cattle guards must comply with section 51. Bar reinforcement must comply with section 52.
75-5.01B Definitions
Reserved
75-5.01C Submittals
Submit design details for the equivalent cattle guar d design if used.
75-5.01D Quality Assurance
Reserved
75-5.02 Materials
You may use an equivalent cattle guard design consisting of a prefabricated rail assembly and wings supported on a concrete foundation. The Engineer may authorize minor variations in dimensions to allow the use of the fabricator's standard methods of fabrication. The equivalent design cattle guard must support HS -20 live loading. Weld using low hydrogen electrodes.
75-5.03 Construction
If a cattle guard is installed at an existing fe nce, attach the cattle guard to the fence. The completed cattle guard must bear uniformly on the foundation. The finished grade must not vary more than 1/4 inch from the adjacent roadway surface. Make any adjustment to the roadway surface needed to comply with this tolerance.
75-5.04 Payment
Not Used
75-6 Rigid Fall Protection
Reserved
75-7 Isolation Casings
Reserved
75-8 Tie Rod Assemblies
Reserved
75-9 75-12 Reserved
Source: California Standard Specifications, 2024 Edition. Pages 1081–1090 of 1,372.