HP10 Channel Repair Plate.pdf

PDF 2 MB Posted

Attached to
D1 STEEL H-PILE REPAIR PLATES 2 YR
Solicitation number
5400029832
Issued by
Richland County, South Carolina

About this file

This is a technical specification document for steel HP10 pile repair channel plates issued by the South Carolina Department of Transportation Bridge Maintenance in support of a two-year contract opportunity for D1 steel H-pile repair plates. The document provides detailed engineering specifications and dimensional requirements for repair plates used in bridge maintenance applications, specifically for HP10x42 pile sizes. The specifications include plate thickness of 3/8 inch, outside radius of 3/4 inch, flange length of 4-3/4 inches, distance between flanges of 8-11/16 inches, web bolt spacing of 4 inches, flange bolt edge spacing of 2 inches, and overall length of 5 feet. The repair plates utilize 7/8-inch diameter ASTM F3125 Grade A325 HDG bolts inserted into drilled holes, with bolt holes along flanges staggered relative to bolt holes along the web. The document specifies that bolt holes can be cut in either oval or rectangular configurations to allow for lateral movement during bolt placement, with standard dimensions of 7/8 inches in height and 1-1/4 inches in width.

The technical specifications indicate this is a standardized design for bridge repair components manufactured to precise tolerances of plus or minus 0.062 inches for plate thickness. The document serves as a reference guide for bidders responding to the South Carolina Department of Transportation's two-year contract solicitation for steel H-pile repair plates. No pricing information, set-asides, incumbent contractors, funding sources, or other commercial terms are included in this technical specification document.

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File Type Posted
HP10 Pile Bearing Repair.pdf PDF
HP10 Flange Repair Plate.pdf PDF
Solicitation.pdf PDF

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Text version

Overall Length

3"

IE

6" (Typ)

"'I

LONGITUDINAi BOl T SPACING AND EDGE DISTANCES

REPAIR PLATE DIMENSIONS BY PILE SIZE

Outside Lenfih Along Distance Between Pile Size Plate Thickness Radius lange Flanges

Web Bolt Spacing

Flange Bolt Edge Spacing

Overall Length

Existing Pile

Repair Plate

3/4" Dia ASTM F3125 Grade A325 HDG Boll in 7/8" Drilled Hole (Typ)

SECTION THROUGH REPAIRED PILE

Outside Radius

Cl) C

·o Ill a.

Cl)

11'.l

.0

Length Along Flange

�� J

SECTION THROUGH REPAIR PLATE

Distance Between Flanges Tolerance of+/- 0.062"

Plate Thickness South Carolina Department of Transportation Bridge Maintenance

STEEL HP10 PILE

REPAIR

CHANNEL PLATE

Note: Bolt holes along flange are staggered between bolt holes along web

HP 10x42 3/8" 3/4" 4-3/4" 8-11/16" 4" 2" 5 ft.

buckmr Line buckmr Typewritten Text 6" (typ) buckmr Line buckmr Line buckmr Line buckmr Line buckmr Line buckmr Line buckmr Line buckmr Typewritten Text 6" (typ) buckmr Line buckmr Line buckmr Line buckmr Line buckmr Rectangle buckmr Rectangle buckmr Rectangle buckmr Rectangle buckmr Rectangle buckmr Rectangle buckmr Rectangle buckmr Rectangle buckmr Line buckmr Line buckmr Line buckmr Line buckmr Typewritten Text 6" (typ) buckmr Typewritten Text 6" (typ) buckmr Line buckmr Line buckmr Line buckmr Line buckmr Typewritten Text Flange Bolt Edge Spacing buckmr Rectangle buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Oval buckmr Typewritten Text

CHANNEL REPAIR PLATES

buckmr Typewritten Text Channel Plate buckmr Typewritten Text Shown for Info. Only buckmr Oval buckmr Rectangle buckmr Typewritten Text 7/8" buckmr Typewritten Text 1 - 1/4" buckmr Typewritten Text 7/8" buckmr Typewritten Text 1 - 1/4" buckmr Line buckmr Line buckmr Line buckmr Line buckmr Typewritten Text Note: Bolt holes can be cut in oval shape or rectangular shape to allow for lateral movement for bolt placement. As shown, height of cut = 7/8" and width of cut = 1-1/4".

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