Summary for Test 2015-10-12-2-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 210208 DEA: 023E7304 EFIS: 0200020157 |
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DIST-CO-RTE-PM | 02-SIS-5-68.3 |
Award Date | 05/15/2015 |
Closeout Date | 03/22/2017 |
Work Description | REPLACE BRIDGE |
Location Description | SISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 06/17/2015) |
Sample Information
Sample Taken Date | 10/12/2015 | Sample Unique Key | 2 |
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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 | 10/15/2015 |
Sample type | Quality Assurance | A brief description of the sample | Bearing Pad |
The quantity of what the sample constitutes | 11 | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Corey | Last name of sampler or witnessed by | Nishioku |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | scougal | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 131593A |
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Material/Compound/Elastomer ID | 131593A | Samples Representing | 11 |
Description (size) | 3in x 18in x 18in | Comments | Unknown |
Description (Number of Shims) | 6 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Scougal |
Batch Number | NA |
Test Details
DIME Sample ID: 2015-10-12-2
DIME Test ID: 2015-10-12-2-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2015-10-20
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 10/15/2015
UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Thickness all Within 0.003 inch?: yes
Sample 1 Ultimate Tensile: 2914.3 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.075 in
Sample 2 Thickness all Within 0.003 inch?: yes
Sample 2 Ultimate Tensile: 2978.7 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.073 in
Sample 3 Thickness all Within 0.003 inch?: yes
Sample 3 Ultimate Tensile: 2677.6 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2914.3 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Sample 1
Source: Partner Data Point File
Test graph for Sample 2
Source: Partner Data Point File
Test graph for Sample 3
Test was verified on 10/20/2015 ✔