Attachment_A._Product_Specifications__DRAFT_.xlsx

XLSX spreadsheet 5 MB Posted Aug 28, 2026

Attached to: Main Line Guardrails
Solicitation number: 0000040068
Issued by: California

About this file

Written by GovTribe AI · Aug 31, 2026

This file is a Product Specifications document (DRAFT) for the California Department of General Services Procurement Division's Request for Information for a new Statewide contract for Main Line Guardrails. The document provides detailed technical specifications for guardrail components organized into nine categories: guardrail elements (W-Beam and Thrie-Beam rail sections), inline guardrail transition and connection elements, end sections and terminal guardrail transitions, posts (wood and steel), blocks (pressure-treated wood and recycled plastic composite), bolts (button head and hex head in various sizes), washers and plates, nuts, and miscellaneous components including metal sleeves. Each component is assigned a Contract Line Item (CLIN) and includes specifications for material/finish (primarily galvanized steel and pressure-treated wood), dimensions, gauge, industry standards compliance (MASH and NCHRP 350), AASHTO construction material standards (primarily AASHTO M 180 for Class A Type I/II), material standards (ASTM specifications for steel, structural shapes, coatings, and hardware), and applicable drawing references for end sections and terminal transitions.

The specifications emphasize compliance with crash test standards, with most components referencing MASH (Manual for Assessing Safety Hardware) standards and some noting NCHRP 350 standards for legacy or transition systems. Materials specified include galvanized steel conforming to ASTM A123, pressure-treated wood meeting AASHTO M 168, and recycled structural plastic composite or high-density polyethylene meeting ASTM material standards. Hardware components (bolts, nuts, washers) are specified with precise dimensional tolerances and include both standard and high-strength (HS) options, with coating requirements per ASTM A153 for galvanized finishes. The document contains multiple ERROR:#VALUE! notations in the generic image type field, suggesting the spreadsheet references external drawing or image files that were not properly linked at the time of documentation.

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File	Type	Posted
Event_ID_0000040068_RFI.docx	DOCX document	Aug 28, 2026
Attachment_B._RFI_0000040068_Response_Worksheet.docx	DOCX document	Aug 28, 2026
Attachment_C_-__Delivery_Locations.docx	DOCX document	Aug 28, 2026

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3.2.1 Guardrail Elements

DRAFT

Core Part Requirements

(3.2.1 Guardrail Elements)

CLIN (Contract Line Item)

GENERIC

Image

Type

Material/ Finish

Nominal Length

Actual Length

Depth

On-Center Spacing Between Post Bolt Slots

Gauge

Industry Standard(s) - Crash Test (for Parent System)

Industry Standard(s) - AASHTO Construction Material/Product Standards

Industry Standard(s) - Material Standards (Steel & Structural Shapes)

Industry Standard(s) - Metal Coating & Finish Standards

GE-1

ERROR:#VALUE!

W-Beam Rail Element

Galvanized

12'-6"

13'-6½"

12-1/4"

3'-1½"

12 ga

MASH

AASHTO M 180 for Class A, Type I (Type II accepted)

ASTM A123

GE-2

ERROR:#VALUE!

Thrie-Beam Rail Element

Galvanized

6'-3"

7'-3½"

20"

1'-6¾"

12 ga

MASH

AASHTO M 180 for Class A, Type I (Type II accepted)

ASTM A123

GE-3

ERROR:#VALUE!

Thrie-Beam Rail Element

Galvanized

12'-6"

13'-6½"

20"

1'-6¾"

12 ga

MASH

AASHTO M 180 for Class A, Type I (Type II accepted)

ASTM A123

GE-4

ERROR:#VALUE!

Thrie-Beam Rail Element

Galvanized

12'-6"

13'-6½"

20"

3'-1½"

12 ga

MASH

AASHTO M 180 for Class A, Type I (Type II accepted)

ASTM A123

End of Sheet

3.2.2 Inline Guardrail Trans...

	DRAFT
	Core Part Requirements
	(3.2.2 Inline Guardrail Transition and Connection Elements)
	CLIN (Contract Line Item)	GENERIC
Image	Type	Material/ Finish	Nominal Length	Actual Length	Depth	On-Center Spacing Between Post Bolt Slots	Gauge	Industry Standard(s) - Crash Test (for Parent System)	Industry Standard(s) - AASHTO Construction Material/Product Standards	Industry Standard(s) - Material Standards (Steel & Structural Shapes)	Industry Standard(s) - Metal Coating & Finish Standards
	IE-1	ERROR:#VALUE!	Symmetrical Thrie-Beam to W-Beam Transition Element	Galvanized	6'-3"	7'-3½"	Wide End: 20"
Narrow End: 12-1/4"	3'-1½"	10 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123
	IE-2	ERROR:#VALUE!	Asymmetrical Thrie-Beam to W-Beam Transition Element - Left	Galvanized	6'-3"	7'-3½"	Wide End: 20"
Narrow End: 12-1/4"	3'-1½"	10 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123
	IE-3	ERROR:#VALUE!	Asymmetrical Thrie-Beam to W-Beam Transition Element - Right	Galvanized	6'-3"	7'-3½"	Wide End: 20"
Narrow End: 12-1/4"	3'-1½"	10 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123
	End of Sheet

3.2.3 End Sections and Termi...

	DRAFT
	Core Part Requirements
	(3.2.3 End Sections and Terminal Guardrail Transitions)
	CLIN (Contract Line Item)	GENERIC
Image	Type	Material/ Finish	Overall Depth	Gauge	Industry Standard(s) - Crash Test (for Parent System)	Industry Standard(s) - AASHTO Construction Material/Product Standards	Industry Standard(s) - Material Standards (Steel & Structural Shapes)	Industry Standard(s) - Metal Coating & Finish Standards	Part Drawing(s)
	ET-1	ERROR:#VALUE!	W-Beam End Cap (Type B) -- "3/4 Wrap"	Galvanized	16"	12 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet A77M1, Drawing Callout #3
	ET-2	ERROR:#VALUE!	W-Beam Terminal Section (Type B)	Galvanized	Not Specified	12 ga	NCHRP 350**	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet "Supplemental 05"
	ET-3	ERROR:#VALUE!	W-Beam Return Cap (Type A)	Galvanized	16”	12 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet A77T1, Drawing Callout #1
	ET-4	ERROR:#VALUE!	W-Beam Terminal Section (Type C)	Galvanized	16"	12 ga	NCHRP 350**	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet "Supplemental 06"
	ET-5	ERROR:#VALUE!	W-Beam End Cap (Type A)	Galvanized	12-1/4”	12 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet A77M1, Drawing Callout #2
	ET-6	ERROR:#VALUE!	W-Beam Terminal Connector for Optional Design Terminal Section (Type C)	Galvanized	12-1/4”	12 ga	NCHRP 350**	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet "Supplemental 07"
	ET-7	ERROR:#VALUE!	Thrie-Beam Return Cap (Type TR) -- "3/4 Wrap"	Galvanized	24”	12 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet A78M2, Drawing Callout #3
	ET-8	ERROR:#VALUE!	Thrie-Beam Terminal Section -- "3/4 Wrap"	Galvanized	24”	12 ga	NCHRP 350**	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet "Supplemental 08"
	ET-9	ERROR:#VALUE!	Thrie-Beam Return Cap (Type TA)	Galvanized	24”	12 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet A78M2, Drawing Callout #2; Attachment 2b, Sheet "Supplemental 01"
	ET-10	ERROR:#VALUE!	Thrie-Beam End Cap (Type TC-M)	Galvanized	20”	10 ga	MASH	AASHTO M 180 for Class A, Type I (Type II accepted)	--	ASTM A123	Attachment 2b, Sheet A79A3, Drawing Callout #4
	End of Sheet

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b &KFF0000Event ID #

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026

3.2.4 Posts

	DRAFT
	Core Part Requirements
	(3.2.4 Posts)
	CLIN (Contract Line Item)	GENERIC
Image	Type	Material/ Finish	Cross-Sectional Dimensions/ Profile	Weight	Length	Industry Standard(s) - Crash Test (for Parent System)	Industry Standard(s) - AASHTO Construction Material/Product Standards	Industry Standard(s) - Material Standards (Steel & Structural Shapes)	Industry Standard(s) - Metal Coating & Finish Standards
	PO-1	ERROR:#VALUE!	Wood Post	Pressure Treated Wood	6" × 8"	--	6'-0"	MASH	AASHTO M 168	--	--
	PO-2	ERROR:#VALUE!	Wood Post	Pressure Treated Wood	6" × 8"	--	6'-0"	NCHRP 350**	AASHTO M 168	--	--
	PO-3	ERROR:#VALUE!	Wood Post (Controlled Releasing Terminal (CRT))	Pressure Treated Wood	6" × 8"	--	6'-0"	MASH	AASHTO M 168	--	--
	PO-4	ERROR:#VALUE!	Wood Post	Pressure Treated Wood	8" x 8"	--	7'-0"	NCHRP 350**	AASHTO M 168	--	--
	PO-5	ERROR:#VALUE!	Wood Post	Pressure Treated Wood	10" x 10"	--	6'-0"	NCHRP 350**	AASHTO M 168	--	--
	PO-6	ERROR:#VALUE!	Wood Post	Pressure Treated Wood	10" x 10"	--	8'-0"	NCHRP 350**	AASHTO M 168	--	--
	PO-7	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	6'-0"	MASH	--	ASTM A36	ASTM A123
	PO-8	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	6'-0"	MASH	--	ASTM A36	ASTM A123
	PO-9	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	6'-0"	MASH	--	ASTM A36	ASTM A123
	PO-10	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	6'-0"	MASH	--	ASTM A36	ASTM A123
	PO-11	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	6'-0"	MASH	--	ASTM A36	ASTM A123
	PO-12	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	6'-8"	NCHRP 350**	--	ASTM A36	ASTM A123
	PO-13	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	8.5 - 9.0 lb/ft	8'-0"	MASH	--	ASTM A36	ASTM A123
	PO-14	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	15 lb/ft	7'-0"	MASH	--	ASTM A36	ASTM A123
	PO-15	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	15 lb/ft	8'-0"	NCHRP 350**	--	ASTM A36	ASTM A123
	PO-16	ERROR:#VALUE!	Steel Post	Galvanized Steel	W6	15 lb/ft	8'-0"	NCHRP 350**	--	ASTM A36	ASTM A123
	End of Sheet

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026

3.2.5 Blocks

	DRAFT
	Core Part Requirements
	(3.2.5 Blocks)
	CLIN (Contract Line Item)	GENERIC
Image	Type	Material/ Finish	Cross-Sectional Dimensions	Length	Industry Standard(s) - Crash Test (for Parent System)	Industry Standard(s) - AASHTO Construction Material/Product Standards	Industry Standard(s) - Polymer / Plastic Material & Testing Standards
	BL-1	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	1'-2"	MASH	AASHTO M 168	--
	BL-2	ERROR:#VALUE!	Notched Block	Pressure Treated Wood	6" × 8"	1'-2"	MASH	AASHTO M 168	--
	BL-3	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	1'-7"	MASH	AASHTO M 168	--
	BL-4	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	1'-7"	MASH	AASHTO M 168	--
	BL-5	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	1'-10"	MASH	AASHTO M 168	--
	BL-6	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	1'-10"	NCHRP 350**	AASHTO M 168	--
	BL-7	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	19"	MASH	AASHTO M 168	--
	BL-8	ERROR:#VALUE!	Block	Pressure Treated Wood	6" × 8"	19"	MASH	AASHTO M 168	--
	BL-9	ERROR:#VALUE!	Block	Pressure Treated Wood	6" x 12"	1'-2"	MASH	AASHTO M 168	--
	BL-10	ERROR:#VALUE!	Notched Block	Pressure Treated Wood	6" x 12"	1'-2"	MASH	AASHTO M 168	--
	BL-11	ERROR:#VALUE!	Block	Pressure Treated Wood	8" x 8"	1'-2"	NCHRP 350**	AASHTO M 168	--
	BL-12	ERROR:#VALUE!	Notched Block	Pressure Treated Wood	8" x 8"	1'-2"	NCHRP 350**	AASHTO M 168	--
	BL-13	ERROR:#VALUE!	Block	Pressure Treated Wood	8" x 8"	1'-10"	NCHRP 350**	AASHTO M 168	--
	BL-14	ERROR:#VALUE!	Notched Block	Pressure Treated Wood	8" x 8"	1'-10"	NCHRP 350**	AASHTO M 168	--
	BL-15	ERROR:#VALUE!	Notched Block	Recycled Structural Plastic Composite or High‑Density Polyethylene (HDPE)	4" × 8"
(Nominal)	1'-2" Nominal	MASH	--	ASTM D570; ASTM D635; ASTM D638
	BL-16	ERROR:#VALUE!	Notched Block	Recycled Structural Plastic Composite or High‑Density Polyethylene (HDPE)	4" × 8"
(Nominal)	21" Nominal	NCHRP 350**	--	ASTM D570; ASTM D635; ASTM D638
	BL-17	ERROR:#VALUE!	Notched Block	Recycled Structural Plastic Composite or High‑Density Polyethylene (HDPE)	4" x 12"
(Nominal)	1'-2" Nominal	MASH	--	ASTM D570; ASTM D635; ASTM D638
	End of Sheet
	**	Added to support transition to MASH-compliant metal guardrail systems.

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026

3.2.6 Bolts

DRAFT

Core Part Requirements

(3.2.6 Bolts)

CLIN (Contract Line Item)

GENERIC

Image

Type

Material/ Finish

Diameter

Length

Thread Count

(Threads/ Inch (TPI)

Thread Coverage

Industry Standard(s) - Crash Test (for Parent System)

Industry Standard(s) - AASHTO Construction Material/Product Standards

Industry Standard(s) - Hardware Standards (Bolts, Nuts, Washers)

Industry Standard(s) - Metal Coating & Finish Standards

BO-1

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

1-1/4"

11 TPI

Full length

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-2

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

11 TPI

Full length

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-3

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

2-3/4"

11 TPI

2" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-4

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

9-1/2"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-5

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

10"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-6

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

14"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-7

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

5/8"

14"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-8

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

5/8"

16"

11 TPI

6" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-9

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

18"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-10

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

19"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-11

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

20"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-12

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

22"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-13

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

5/8"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-14

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

25"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-15

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

26"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-16

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

27"

11 TPI

4" minimum from end

NCHRP 350**

AASHTO M 180

ASTM A307

ASTM A153

BO-17

ERROR:#VALUE!

Button Head Bolt

Galvanized Steel

5/8"

36"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-18

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

7/8"

14"

9 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-19

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

7/8"

16"

9 TPI

6" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-20

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

7/8"

9 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-21

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

14"

8 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-22

ERROR:#VALUE!

HS Button Head Bolt

Galvanized Steel

16"

8 TPI

6" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-23

ERROR:#VALUE!

Hex Head Bolt

Galvanized Steel

5/8"

1-1/2"

11 TPI

Full length

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-24

ERROR:#VALUE!

HS Hex Head Bolt

Galvanized Steel

5/8"

16"

11 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-25

ERROR:#VALUE!

Hex Head Bolt

Galvanized Steel

7/8"

2-1/16"

9 TPI

Full length

MASH

AASHTO M 180

ASTM A307

ASTM A153

BO-26

ERROR:#VALUE!

HS Hex Head Bolt

Galvanized Steel

7/8"

16"

9 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-27

ERROR:#VALUE!

HS Hex Head Bolt

Galvanized Steel

7/8"

24"

9 TPI

4" minimum from end

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

BO-28

ERROR:#VALUE!

HS Hex Head Bolt

Galvanized Steel

8 TPI

Full length

MASH

AASHTO M 180

ASTM F3125 (Grade A325) or ASTM A449

ASTM A153

End of Sheet

Added to support transition to MASH-compliant metal guardrail systems.

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026

3.2.7 Washers and Plates

DRAFT

Core Part Requirements

(3.2.7 Washers and Plates)

CLIN (Contract Line Item)

GENERIC

Image

Type

Material/ Finish

Nominal Size

Hole Diameter

Outside Diameter

Width

Length

Thickness

Industry Standard(s) - Crash Test (for Parent System)

Industry Standard(s) - AASHTO Construction Material/Product Standards

Industry Standard(s) - Hardware Standards (Bolts, Nuts, Washers)

Industry Standard(s) - Metal Coating & Finish Standards

WP-1

ERROR:#VALUE!

Flat Washer

Galvanized Steel

5/8"

11/16" Min

1-3/4" Max

9/64" Min

MASH

AASHTO M 180

ASTM F436

ASTM A153

WP-2

ERROR:#VALUE!

Flat Washer

Galvanized Steel

5/8"

11/16" Min

1-3/4" Max

3/8" Min

MASH

AASHTO M 180

ASTM F436

ASTM A153

WP-3

ERROR:#VALUE!

Flat Washer

Galvanized Steel

1-1/16" Min

2" Max

3/16" Min

MASH

AASHTO M 180

ASTM F436

ASTM A153

WP-4

ERROR:#VALUE!

Square Washer (Type A)

Galvanized Steel

11/16" x 1" SLOT

1-3/4"

3/16"

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

WP-5

ERROR:#VALUE!

Square Washer (Type B)

Galvanized Steel

1/4"

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

WP-6

ERROR:#VALUE!

Backing Plate for Anchor Post

Galvanized Steel

1-1/4"

1-3/4"

1/4"

MASH

AASHTO M 180

ASTM F436

ASTM A153

WP-7

ERROR:#VALUE!

Backing Plate 'A'

Galvanized Steel

1-1/4"

1-3/4"

1'-2"

1/4"

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

WP-8

ERROR:#VALUE!

Anchor Block Backing Plate 'B'

Galvanized Steel

1-1/4"

1'-4"

1/2"

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

End of Sheet

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026

3.2.8 Nuts

DRAFT

Core Part Requirements

(3.2.8 Nuts)

CLIN (Contract Line Item)

GENERIC

Image

Type

Material/ Finish

Nominal Size

Width Across Flats (A/F)

Nut Height

Thread Count

(Threads/ Inch (TPI)

Industry Standard(s) - Crash Test (for Parent System)

Industry Standard(s) - AASHTO Construction Material/Product Standards

Industry Standard(s) - Hardware Standards (Bolts, Nuts, Washers)

Industry Standard(s) - Metal Coating & Finish Standards

NU-1

ERROR:#VALUE!

Recessed Hex Nut

Galvanized Steel

5/8"

1-1/4"

5/8"

11 TPI

MASH

AASHTO M 180

ASTM A563

ASTM A153

NU-2

ERROR:#VALUE!

Hex Nut

Galvanized Steel

5/8"

15/16"

11/16"

11 TPI

MASH

AASHTO M 180

ASTM A563

ASTM A153

NU-3

ERROR:#VALUE!

HS Hex Nut

Galvanized Steel

5/8"

15/16"

11/16"

11 TPI

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

NU-4

ERROR:#VALUE!

Hex Nut

Galvanized Steel

7/8"

1-1/2"

15/16"

9 TPI

MASH

AASHTO M 180

ASTM A563

ASTM A153

NU-5

ERROR:#VALUE!

HS Hex Nut

Galvanized Steel

7/8"

1-1/2"

15/16"

9 TPI

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

NU-6

ERROR:#VALUE!

HS Hex Nut

Galvanized Steel

1-5/8"

8 TPI

MASH

AASHTO M 180

ASTM F3125 (Grade A325)

ASTM A153

End of Sheet

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026

3.2.9 Miscellaneous Components

	DRAFT
	Core Part Requirements
	(3.2.9 Miscellaneous Components)
	CLIN (Contract Line Item)	GENERIC
Image	Type	Material/ Finish	Cross-Sectional Dimensions	Length	Wall Thickness	Industry Standard(s) - Crash Test (for Parent System)	Industry Standard(s) - AASHTO Construction Material/Product Standards	Industry Standard(s) - Material Standards (Steel & Structural Shapes)	Industry Standard(s) - Metal Coating & Finish Standards
	MC-1	ERROR:#VALUE!	Metal Sleeve (Hollow Structural Section (HSS))	Galvanized	2-1/2" x 1-1/2"	1'-9"	3/16"	MASH	--	ASTM A500, ASTM A501 or ASTM A1085	ASTM A123
	MC-2	ERROR:#VALUE!	Metal Sleeve (Hollow Structural Section (HSS))	Galvanized	2-1/2" x 1	1'-9"	1/8"	MASH	--	ASTM A500, ASTM A501 or ASTM A1085	ASTM A123
	End of Sheet
	End of Sheet

&KFF0000Attachment #&K01+000 9706-TS-0328418-1b

Walters, M Page &P of &N &KFF0000M/DD&K01+000/2026 image29.png

File details come from the government source that posted it. Updated Aug 31, 2026.