Summary for Test 2021-07-16-54-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 212896 DEA: 04160304 EFIS: 0400000429 |
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DIST-CO-RTE-PM | 04-ALA-84-13.1/13.5 |
Award Date | 12/15/2020 |
Closeout Date | Not set |
Work Description | NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT |
Location Description | IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036). |
QA Service Level | 1 (Verified on 09/16/2019) |
Sample Information
Sample Taken Date | 07/16/2021 | Sample Unique Key | 54 |
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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 | 07/26/2021 |
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 | Manufacturer |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Spellman |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | DS Brown Seismic Energy | 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) | 4001893-1A |
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Material/Compound/Elastomer ID | na | Samples Representing | 9 |
Description (size) | 1.15"x10"x10" | Comments | |
Description (Number of Shims) | 2 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | DS Brown |
Batch Number | na |
Test Details
DIME Sample ID: 2021-07-16-54
DIME Test ID: 2021-07-16-54-2
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: 2021-08-05
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: spaine
Date of test: 07/29/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.074
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2665.23 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.072
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2685.81 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: 2526.87 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2665.2 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 8/5/2021 ✔