Summary for Test 2016-08-12-11-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 211221 DEA: 010A1004 EFIS: 0112000023 |
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DIST-CO-RTE-PM | 01-DN-101-VAR |
Award Date | 04/28/2016 |
Closeout Date | 10/30/2017 |
Work Description | BRIDGE SEISMIC RETROFIT AND CLEAN AND PAINT BRIDGE. |
Location Description | DEL NORTE COUNTY AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 03/28/2016) |
Sample Information
Sample Taken Date | 08/12/2016 | Sample Unique Key | 11 |
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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 | 08/15/2016 |
Sample type | Quality Assurance | A brief description of the sample | Bearing Pad |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Distributor |
First name of sampler or witnessed by | Ed | Last name of sampler or witnessed by | Fleming |
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 | C740864 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B1025016 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 071916 |
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Material/Compound/Elastomer ID | 340313 | Samples Representing | 13 |
Description (size) | 2in x 4in x 6in | Comments | Unknown |
Description (Number of Shims) | 4 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Dynatect |
Batch Number | RL305502 |
Test Details
DIME Sample ID: 2016-08-12-11
DIME Test ID: 2016-08-12-11-2
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: 2016-08-31
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: 08/25/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 71 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 3031.9 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.076 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3210.5 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.065 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 3067.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 3067.5 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 8/31/2016 ✔