Summary for Test 2016-07-20-3-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 210944 DEA: 044S1904 EFIS: 0400001215 |
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DIST-CO-RTE-PM | 04-SON-116-15.0 |
Award Date | Not set |
Closeout Date | 12/20/2017 |
Work Description | CONSTRUCT PAVEMENT AND SOLDIER PILE WALL |
Location Description | CONSTRUCT PAVEMENT AND SOLDIER PILE WALL |
QA Service Level | 1 (Verified on 07/07/2016) |
Sample Information
Sample Taken Date | 07/20/2016 | Sample Unique Key | 3 |
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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 | 07/21/2016 |
Sample type | Quality Assurance | A brief description of the sample | Bearing Pad |
The quantity of what the sample constitutes | 2 | From where was the sample collected | Source |
First name of sampler or witnessed by | Greg | Last name of sampler or witnessed by | Thompson |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Dynatect | Transportation Laboratory (TL) Number | C836009 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B908216 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 051116 |
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Material/Compound/Elastomer ID | NA | Samples Representing | 74 |
Description (size) | 1in x 4in x 6in | Comments | Unknown |
Description (Number of Shims) | 2 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Dynatect |
Batch Number | NA |
Test Details
DIME Sample ID: 2016-07-20-3
DIME Test ID: 2016-07-20-3-2
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: 2016-08-01
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: 07/26/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.071 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 3707.9 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.073 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3770.5 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.072 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 3666.7 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 3707.9 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 8/1/2016 ✔