DIME - Test Summary

Summary for Test 2021-11-12-5-2

Test performed: ASTM A370-20

Project Identifiers	Project ID: 215255 DEA: 040A7714 EFIS: 0420000287
DIST-CO-RTE-PM	04-ALA-80-6.4-6.6
Award Date	05/03/2021
Closeout Date	12/01/2023
Work Description	CONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location Description	ALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
QA Service Level	1 (Verified on 12/07/2020)

Sample Taken Date	11/12/2021	Sample Unique Key	5
Date that the sample was received by the laboratory/organization performing the testing	11/29/2021	Sample type	Quality Assurance
A brief description of the sample	A709 GR50 CVN Zone 2 FCM	The quantity of what the sample constitutes	1 ea 5/8" X 34 X 120 Plate
From where was the sample collected	Fabricator	First name of sampler or witnessed by	Charles C
Last name of sampler or witnessed by	Franco	Title of sampler	QA Inspector
Telephone number of sampler	(858) 583-9270	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Thompson Metal Fab
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	Gilman Street Bridge
Bid Item	Not set

Material Type	SMTL TM6 - Steel Check Sample Plate	Heat Number(s)	0605029
Material Specification	A709	Grade	50
Thickness	0.625	Shape	Rectangle
Metal Foundry Manufacturer (Mill)	NUCOR	Plate Dimension	10" x 12"

DIME Sample ID: 2021-11-12-5

DIME Test ID: 2021-11-12-5-2

Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory

Test Method: ASTM A370-20: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)

Test Release Date: 2022-01-07

Number of Samples: 1

Input Type: Measured

Tester's full name:

Date of test: 12/23/2021

UTM: 67kip

Temperature: 72 f

Num	Sample	Heat Number	Diameter (in)	Area (sqin)	Stress at Offset (psi)	Tensile Strength (psi)	Elongation in 4 x d (%)	Tested By
1	2	0605029	0.504	0.2	54587	77921	29.9

General comments (publicly viewable) (Max 1000 characters):

Source: Bluehill Data Point File

Test graph for the Sample

Test was verified on 1/7/2022 ✔