DRAFT Bill of Materials.xlsx

XLSX spreadsheet 293 KB Posted

Attached to
Precast Concrete Moment Frame Assemblies for Structural Testing at the NFRL Federal contract opportunity
Solicitation number
AMDTCRQ2601207
Issued by
Department of Commerce National Institute of Standards and Technology

About this file

This is a Draft Bill of Materials document that specifies the components and materials required for two structural connection assemblies being manufactured for the National Institute of Standards and Technology (NIST) National Full-Scale Research Laboratory (NFRL): a Threaded Rod Connection and a Bar Coupler Connection. Both assemblies are designed for precast concrete moment frame testing.

The Threaded Rod Connection assembly includes ASTM A36 steel plates, DYWIDAG threadbar couplers and threaded rods (ASTM A722, Fu = 150 ksi) supplied by DYWIDAG Systems International USA, Inc., corrugated ducts, steel tubes, neoprene bearing pads, and torsion rods with associated hardware. The Bar Coupler Connection assembly specifies No. 10 A706 Grade 80 reinforcement bars with upset ends supplied by Headed Reinforcement Corp., including link bars, continuity bars, debonding sleeves, and shims to accommodate up to one-inch gaps, along with shared components such as armoring angles, steel tubes, bearing pads, and torsion rods. Key materials conform to industry standards including ASTM A36 for structural steel, ASTM A722 for threadbar, and A706 Grade 80 for reinforcing bars. The document indicates that NIST will purchase and install certain components such as load cell washers and spherical washers during assembly. Some components are designated for delivery to NIST, while quantities and specifications are provided for all materials needed to fabricate both connection types for structural testing purposes.

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Other files for this federal contract opportunity

Other files attached to Precast Concrete Moment Frame Assemblies for Structural Testing at the NFRL, newest first.
File Type Posted
Full-Scale Flexure Specimens Preliminary Design Drawings.pdf PDF
Rebar Cut Sheet.pdf PDF
Statement of Work.pdf PDF
SF1449.pdf PDF
RFQ attachment - FAR provisions.pdf PDF

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Text version

Threaded Rod Connection

This is a DRAFT copy Bill of Materials
PartThumbnail imageDeliver to NIST?MaterialShapeQuantityVendorNotes
Plate for Built-Up SectionERROR:#VALUE!ASTM A36PL ¾ × 9 ¾ × 1284 of these plates have a Ø2.25 hole at plate center
Plate for Built-Up SectionERROR:#VALUE!ASTM A36PL ¾ × 16 ½ × 12845 degree bevel at one end of each plate
ArmoringASTM A36L8 × 6 × ¾4Length: 12
PL Washer w/ Ø2.25 Hole at Plate CenterYesASTM A36PL 2 × 7½ × 7½4Inside built-up box section
Load Cell Washer (NIST)-NIST will purchase and install during assembly of the individual components
Spherical Washer (NIST)-NIST will purchase and install during assembly of the individual components
Embedded DYWIDAG Threadbar Coupler4DYWIDAG Systems International USA, Inc.
dywidag.comLength: 9.75
Ø1.75 DYWIDAG ThreadbarYesASTM A722 (Fu = 150 ksi)6DYWIDAG Systems International USA, Inc.
dywidag.comHot-rolled; Length: 56
Ø1.75 DYWIDAG ThreadbarASTM A722 (Fu = 150 ksi)2DYWIDAG Systems International USA, Inc.
dywidag.comHot-rolled; Length: 12.25
Hex Nut for Ø1.75 Dywidag ThreadbarYes-6DYWIDAG Systems International USA, Inc.
dywidag.comLength: 4.5
PL Washer w/ Ø2.25 HoleASTM A36PL 2 ½ × 6 × 62See coupler detail
Ø2.75 Corrugated Duct for Ø1.75 DYWIDAG Threadbar4Inside diameter of duct is 2.75; Length: 36
Steel Tube 3.5 ID, 0.5 Wall2Length:12
Neoprene Bearing PadYes12 × 6 × 12
Torsion Rods Ø1Yes6
Ø1.25 Corrugated Duct for Torsion Rods (embedded in the beams)4Inside diameter of duct is 1.25; Length: 12
Ø1.25 Corrugated Duct for Torsion Rods (embedded in the column)4Inside diameter of duct is 1.25; Length: 15.5
Nuts for Torsion Rods Ø1Yes10
Plate Washers for Torsion Rods Ø1YesPL 1/2 × 2 × 28Ø1.125 hole at plate center

Bar Coupler Connection

PartThumbnail imageDeliver to NIST?MaterialShapeQuantityVendorNotes
Link Bar w/ Upset EndsERROR:#VALUE!YesNo. 10 A706 Gr. 806Headed Reinforcement Corp.

11200 Condor Avenue www.hrc-usa.com Length: 16 End 1: HRC 500XL End 2: HRC 500XL Male Continuity Bar w/ Upset End ERROR:#VALUE! No. 10 A706 Gr. 80 8 Headed Reinforcement Corp.

11200 Condor Avenue www.hrc-usa.com Length: 86 End #1: HRC 510XLF Female

Shims to fill a gap of up to 1 in Yes Sufficient to fill 8 gaps Headed Reinforcement Corp.

11200 Condor Avenue www.hrc-usa.com

Debonding Sleeve for No.10 Bar8Length: 24
ArmoringASTM A36L8 × 6 × ¾4Length: 12
Steel Tube 3.5 ID, 0.5 Wall2
Neoprene Bearing PadYes12 × 6 × 12
Torsion Rods Ø1Yes6
Ø1.25 Corrugated Duct for Torsion Rods (embedded in the beams)4Inside diameter of duct is 1.25; Length: 12
Ø1.25 Corrugated Duct for Torsion Rods (embedded in the column)4Inside diameter of duct is 1.25; Length: 15.5
Nuts for Torsion Rods Ø1Yes10
Plate Washers for Torsion Rods Ø1YesPL 1/2 × 2 × 28Ø1.125 hole at plate center

File details come from the government source that posted it. Updated .