Summary for Test 2020-04-02-8-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 214680 DEA: 030F2854 EFIS: 0319000205 |
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DIST-CO-RTE-PM | 03-SAC-99-7.1/9.4 |
Award Date | 04/06/2020 |
Closeout Date | 10/30/2020 |
Work Description | Construct the temporary bridge superstructures, adjacent paving and pave temporary alignment |
Location Description | Not set |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 04/02/2020 | Sample Unique Key | 8 |
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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 | 04/06/2020 |
Sample type | Quality Assurance | A brief description of the sample | Plain Bearing Pad |
The quantity of what the sample constitutes | 262 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | Streeter |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Scougal Rubber | Transportation Laboratory (TL) Number | NA |
Inspector Lot Number from the Transportation Laboratory (TL) Form | NA | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 18739-1, 18739-3 |
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Material/Compound/Elastomer ID | NA | Samples Representing | 2 |
Description (size) | .75 x 8 x 14 .75 x 12 x 14 | Comments | Unknown |
Description (Number of Shims) | NA | Type of Bearing Pad | Plain |
Description (Thickness of Shims) | NA | Manufacturer(s) | Scougal Rubber |
Batch Number | NA |
Test Details
DIME Sample ID: 2020-04-02-8
DIME Test ID: 2020-04-02-8-2
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: 2020-04-13
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: bewing
Date of test: 04/09/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.109
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2532.52 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.11
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2617.01 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.106
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2678.1 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2617 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Sample 2
Source: Bluehill Data Point File
Test graph for Sample 3
Source: Bluehill Data Point File
Test graph for Sample 1
Test was verified on 4/13/2020 ✔