Summary for Test 2020-08-27-7-1
Test performed: ASTM A370-15Project Information
Project Identifiers | Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680. |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 08/27/2020 | Sample Unique Key | 7 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/03/2020 |
Sample type | Informational | A brief description of the sample | Steel Check Sample |
The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | mullens |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | NA | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | SMTL TM6 - Steel Check Sample Plate | Heat Number(s) | NA |
---|---|---|---|
Material Specification | A36 | Grade | NA |
Thickness | NA | Shape | Round |
Metal Foundry Manufacturer (Mill) | NA | Plate Dimension | NA |
Test Details
DIME Sample ID: 2020-08-27-7
DIME Test ID: 2020-08-27-7-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A370-15: Standard Test Methods and Definitions for Mechanical Testing of Steel Products (Tensile - Round Sample)
Test Release Date: 2020-09-03
Test Results
Number of Samples: 12
Input Type: Calculated
Tester's full name: She Vang
Date of test: 09/03/2020
UTM: 67KIP
Temperature: 72.0 f
Num | Sample | Heat Number | Diameter (in) | Area (sqin) | Stress at Offset (psi) | Tensile Strength (psi) | Elongation in 4 x d (%) | Tested By |
---|---|---|---|---|---|---|---|---|
1 | 1 | Pile 16 Waler Web | 0.253 | 0.0503 | 41698 | 68540 | 36.79 | BEWING |
2 | 2 | Pile 16 Waler Web | 0.254 | 0.0507 | 42152 | 70310 | 36.08 | BEWING |
3 | 3 | Pile 16 HP Web | 0.253 | 0.0503 | 48707 | 80354 | 29.62 | SPAINE |
4 | 4 | Pile 16 HP Web | 0.249 | 0.0487 | 47191 | 79689 | 29.32 | SPAINE |
5 | 5 | Pile 1 Face | 0.253 | 0.0503 | 43012 | 72029 | 32.33 | SPAINE |
6 | 6 | Pile 1 Face | 0.250 | 0.0491 | 43215 | 71395 | 33.63 | SPAINE |
7 | 7 | Pile 1 Waler Web | 0.252 | 0.0499 | 40711 | 67212 | 32.58 | BEWING |
8 | 8 | Pile 1 Waler Web | 0.253 | 0.0503 | 41110 | 67249 | 33.09 | BEWING |
9 | 9 | Pile 10 HP Flange Face | 0.251 | 0.0495 | 41369 | 68026 | 32.53 | BEWING |
10 | 10 | Pile 10 HP Flange Face | 0.251 | 0.0495 | 42397 | 67376 | 32.79 | BEWING |
11 | 11 | Pile 8 HP Web | 0.252 | 0.0499 | 41535 | 65221 | 33.82 | BEWING |
12 | 12 | Pile 8 HP Web | 0.252 | 0.0499 | 39822 | 64164 | 33.86 | BEWING |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/3/2020 ✔