B08_-_140L5725Q0012_-_Attachment_003_-_Drawing_-_CCFO_Standard_Cattle_Guard_HS20.pdf

PDF 85 KB Posted

Attached to
CCFO - CATTLE GUARDS Federal contract opportunity
Solicitation number
140L5725Q0012
Issued by
Department of the Interior Bureau of Land Management Utah Region

About this file

This is a technical drawing from the Bureau of Land Management showing detailed specifications for a steel cattle guard grid and wing wall without cleanout. The drawing provides comprehensive engineering specifications including dimensions, materials, and assembly details for a cattle guard that conforms to AASHTO HS-20 or HL-93 loading standards.

The drawing specifies materials including cold-formed structural steel tubing (ASTM A500, Grade B), rails made from ASTM A242 steel plate (7-gauge minimum), and W8 x 13 stringers. Key components detailed include angle-iron end wings, diagonal braces (L2" x 2" x 3/16"), horizontal struts, wood posts (6" diameter x 6'-0" long with 2'-0" in ground), and header plates (1/4"). The document includes multiple views (plan, elevation, section) and detailed assembly instructions, with specific attention to welding requirements and hole drilling for wing attachment. The drawing was most recently updated on 6/2/21 and is labeled as Standard Detail Drawing No. 323153-1.

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Text version

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4"

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SIDE VIEW FRONT VIEW

9/16 ¢ HOLE

FOR Y2" x

DETAIL A

514"

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FRONT VIEW

SIDE VIEW

SEE DETAIL A

L

L2" X 2" X o/15

DIAGONAL BRACE

L2" X 2" X o/15

HORIZONTAL STRUT

13/4'x Y4"

WOOD POST, TYP.

SEE NOTE 1

1/2" x 10" MB

& NUT, TYP.

SECTION Y-Y

ANGLE-IRON END WING

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NOTES:

1. WING SHALL BE FASTENED TO SEPARATE WOOD FENCE POST, 6" ¢ x 6' -0"

LONG WITH 2' -0" IN THE GROUND.

LENGTH VARIES PER SPECIFICATIONS

STRINGERS @ EQUAL SPACES

PER STRUCTURAL DESIGN

1/4" HEADER PLATE �

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CATTLEGUARD PLAN

WITHOUT CLEANOUT

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C8 x 13.7

RAIL, COLD-FORMED

FROM ASTM A242

STEEL PLATE

7-GAUGE MIN.

m,o,ri

COLD-FORMED STRUCTURAL

STEEL TUBING, ASTM A500,

GRADE B, MIN. TS3" x 2" x 0.1875"

ALTERNATE RAIL

RAIL DETAIL

(CROSS SECTION OF RAIL)

NOTES:

1. DESIGN LOADING OF GRID CONFORMS TO MSHTO

HS-20 OR HL-93

3. END PLATE FLUSH WITH, AND WELDED TO RAILS

,& FORMAT UPDATE 7/31/09

& FORMAT UPDATE 12/2017

RTH

END BEAM WELD TO

& FORMAT UPDATE 6/2/21 HEADER fts

DRILL HOLES TO

MATCH WINGS

BOTH SIDES.

STRUCTURAL STRINGER

W8 x 13 STRINGERS

MJJ

REV. NO. DESCRIPTION DATE APPROVED

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

STEEL CATTLE GUARD GRID &

WING WALL(WITHOUT CLEANOUT)

DESIGNED B�Y�O�T�H=ER�S�---------

REVIEWED

APPROVED

DRAWN BY: INITIALS SCALE: NTS

0 z � ALWAYS THINK SAFElY STANDARD DETAIL DRAWING NO. 323153-1,,,, ________________________________________________________

DATE: CURRENT EDITION SHEET: 1 OF

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