T-Walls Salient Characteristics - Revised 1.pdf
PDF 104 KB Posted
- Attached to
- T-Walls
- Solicitation number
- M00264-24-RFI-0020
- Issued by
-
United States Marine Corps
About this file
This document appears to be a technical drawing or specification for the design of T-shaped concrete barriers. The drawing provides details on the dimensions, rebar layout, and concrete specifications for the T-barriers, which are to be 7 feet wide, 6 feet 6 inches long, and 12 inches thick, with a 56-inch wide, 7-foot long, and 7-inch thick footer. The barriers are to be constructed with two #5 rebar grids spaced 8 inches apart vertically and horizontally, using 5000 psi concrete.
The related federal contract opportunity is for the United States Marine Corps to procure 16 of these T-barriers, which will be used to simulate breaching scenarios and training environments for Marines. The barriers must be under 10,000 pounds and are intended to provide feedback and assessment during breaching operations. This pre-solicitation document outlines the key requirements for the T-barriers, but does not provide any details on the solicitation timeline, pricing, or set-asides.
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| File | Type | Posted |
|---|---|---|
| M00264-24-RFI-0020 T-Walls.docx | DOCX document |
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Text version
7'
6' -6
8"
8"
Side View (1)- Rebar Layout
7"
Side View (2)- Rebar Layout
7"
6' -6
#5 Rebar 8" O.C.
#5 2'x2' Tails @ 8" Spacing
#5 Rebar @12" O.C.
Top View- Footer Rebar Layout
6"
4" 8"
#5 2'x2' Tails
7'
4'-8"
**NOTES***
1). ALL Concrete to be
5000 PSI
2). ALL REBAR to be #5#5 Rebar @ 12" O.C.
Double Mat #5 Rebar 8" O.C.
1'
AutoCAD SHX Text Scale
AutoCAD SHX Text Project
AutoCAD SHX Text Date
AutoCAD SHX Text Sheet
AutoCAD SHX Text UD Contracting Inc.
| Sheets and Views |
| Quantico VA-D-Size Layout |
File details come from the government source that posted it. Updated .