Summary for Test 2021-10-29-4-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 214562 DEA: 040J7104 EFIS: 0414000029 |
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DIST-CO-RTE-PM | 04-SOL-80-1.8/4.4 |
Award Date | 03/17/2020 |
Closeout Date | 02/29/2024 |
Work Description | RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE. |
Location Description | SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 12/03/2019) |
Sample Information
Sample Taken Date | 10/29/2021 | Sample Unique Key | 4 |
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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 | 11/01/2021 |
Sample type | Quality Assurance | A brief description of the sample | bearing pad |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Ahsan | Last name of sampler or witnessed by | Ativalu |
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 | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 20689-2 |
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Material/Compound/Elastomer ID | na | Samples Representing | 180 |
Description (size) | 1.72"x18"x19" | Comments | |
Description (Number of Shims) | 3 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Scougal Rubber |
Batch Number | na |
Test Details
DIME Sample ID: 2021-10-29-4
DIME Test ID: 2021-10-29-4-2
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: 2021-11-01
Test Results
Number of specimens tested: 5
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: spaine
Date of test: 11/01/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.071
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2159.62 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.075
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2681.32 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.075
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2720.47 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.078
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2529.38 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.072
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2800.26 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2681.3 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 4
Source: Bluehill Data Point File
Test graph for Sample 5
Source: Bluehill Data Point File
Test graph for Sample 3
Source: Bluehill Data Point File
Test graph for Sample 1
Test was verified on 11/1/2021 ✔