2__CLIN_0010_DWGS_0010-1_and_0010-2_12__Assembly.pdf
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- Attached to
- TSC IIJA 8530 UNIVERSAL TEST FIXTURE
- Solicitation number
- 140R4026Q0120
About this file
This is a technical drawing document for CLIN 0010: 12-foot Column-Girder Assembly, part of the TSC IIJA 8530 Universal Test Fixture project. The drawing consists of two sheets with detailed engineering specifications for a structural steel assembly.
The assembly comprises two 12-foot W14 X 132 columns, two 2-inch base plates (22" X 22"), one W24 X 103 girder assembly (6 feet), four L 6 X 6 X 5/16 angle supports, and four 1-inch plate girder stiffeners. Hardware requirements include 84 7/8" X 2 3/4" UNC A325 bolts, 84 A325 heavy hex nuts, and 168 7/8" plain washers. All components must be welded per AWS D1.1 standards, with all burrs and sharp edges removed. The assembly requires two coats of paint in Sherwin Williams Steel Spec 3002 red-oxide or equivalent. The drawings were prepared by dstarbuck, checked by AJENKINS, with approval dated 5/5/2026 and 5/7/2026 respectively. Detailed dimensions, specifications, and material callouts are provided across multiple views, sections, and detail drawings at 1/3 scale to facilitate fabrication and assembly of this structural test fixture component.
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Text version
DETAIL A
SCALE 1 / 3
A A
B B
C C
D D
DRAWN
CHECKED
QA
MFG
APPROVED
dstarbuck
AJENKINS
5/5/2026
5/7/2026
DWG NO
0010-1
TITLE
CLIN 0010: 12-foot Column-Girder Assembly
SCALE
REV
2OF1SHEET
PROJECT
TSC IIJA 8530 UNIVERSAL TEST FIXTURE
A
(22.000) in
(18.750) in
(14.250) in
(7.750) in
(3.250) in
(4.500) in
(1 .5 in
(2
.0 in
(1
.2 in
(1 .2 in
(2.000) in
BASE PLATE (QTY 2)
2" PLATE
12 foot COLUMN (QTY 2) W 14 X 132
NOTES
1. REMOVE ALL BURRS AND SHARP EDGES UNLESS OTHERWISE NOTED.
2. WELD PER AWS D1.1.
3. WELD AS NEEDED UNLESS OTHERWISE SPECIFIED.
4. PAINT 2 COATS - SHERWIN WILLIAMS STEEL SPEC 3002, RED-OXIDE, OR EQUAL.
5. PROVIDE HARDWARE PER BILL OF MATERIALS.
2.088 in( )
3.000 in( )
3.000 in( ), TYP.
n(1.000 in) THRU BOTH
FLANGES THIS FACE
144.000 in( )
108.000 in( )
2.500 in( ), TYP.
(R.750) in
THRU HOLE, TYP.
NAME DESCRIPTION LENGTH PART NUMBER QUANTITY
Base Plate 2" Plate per dwg. 22" X 22" 1 2
Girder W 24 X 103 6' 2 1
12' Columns W 14 X 132 12' 3 2
Angle Supports L 6 X 6 X 5/16 21" 4 4
Girder Stiffner 1" Plate Per dwg. 22 1/2" x 4 1/8" 5 4
Bolts 7/8" X 2 3/4" UNC A325 Bolts 2 3/4" 84
Nuts 7/8" UNC A325 Heavy Hex Nuts 84
Washers 7/8" Plain Washers A325 168
BILL OF MATERIALS
DETAIL B
SCALE 1 / 3
A A
B B
C C
D D
DRAWN
CHECKED
QA
MFG
APPROVED
dstarbuck
AJENKINS
5/5/2026
5/7/2026
DWG NO
0010-2
TITLE
CLIN 0010: 12-foot Column-Girder Assembly
SCALE
REV
2OF2SHEET
B
(72.000) in
(41.000) in
(30.000) in
GIRDER ASSEMBLY (QTY 1)
W24 X 103
(3 .6 in (3.670) in
12' COLUMN AND BASE
(QTY 2)
(1.500) in(3.000) in
(21.00) in
(3.000) in, TYP.
(n1.000) in THRU
(2 .5 in
(5 .0 in
(6 .0 in n1.00 THRU
ANGLE SUPPORTS (QTY 4)
L 6 X 6 X 5/16
NOTES
1. REMOVE ALL BURRS AND SHARP EDGES UNLESS OTHERWISE NOTED.
2. WELD PER AWS D1.1.
3. WELD AS NEEDED UNLESS OTHERWISE SPECIFIED.
4. PAINT 2 COATS - SHERWIN WILLIAMS STEEL SPEC 3002, RED-OXIDE, OR EQUAL.
5. PROVIDE HARDWARE PER BILL OF MATERIALS.
(R.500) in
(4.225) in
(2
.5 in
(2
.5 in
(1.000) in
GIRDER STIFFENER
(QTY 4) 1" PLATE
5/16 Continuous
1/4 Continuous
(2.500) in
(2.500) in
(3 .2 in
(3 .0 in
T Y
P
PROJECT
TSC IIJA 8530 UNIVERSAL TEST FIXTURE
File details come from the government source that posted it. Updated .