Summary for Test 2023-05-22-67-2
Test performed: ASTM D412-16r21Project Information
Project Identifiers | Project ID: 993817 DEA: 051C4104 EFIS: 0512000139 |
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DIST-CO-RTE-PM | 05-SB-154-R2.6/R2.6 |
Award Date | 01/18/2023 |
Closeout Date | Not set |
Work Description | ALAMO PINTADO PED BRIDGE |
Location Description | SANTA BARBARA COUNTY NEAR LOS OLIVOS AT ALAMO PINTADO CREEK PEDESTRIAN BRIDGE |
QA Service Level | 1 (Verified on 05/23/2022) |
Sample Information
Sample Taken Date | 05/22/2023 | Sample Unique Key | 67 |
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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 | 05/31/2023 |
Sample type | Quality Assurance | A brief description of the sample | Bearing Pad |
The quantity of what the sample constitutes | 9 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Krishnamoorthy | Last name of sampler or witnessed by | Palaniappan |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bridge Rubber Bearing | 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) | 2527-8 |
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Material/Compound/Elastomer ID | NA | Samples Representing | 9 |
Description (size) | 2.3" x 16" x 16" | Comments | |
Description (Number of Shims) | 4 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Bridge Rubber Bearing |
Batch Number | 133213 |
Test Details
DIME Sample ID: 2023-05-22-67
DIME Test ID: 2023-05-22-67-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2023-06-07
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 06/05/2023
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.089
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2444.07 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.088
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2496.43 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.09
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2467.01 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2467 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Sample 1
Source: Bluehill Data Point File
Test graph for Sample 2
Source: Bluehill Data Point File
Test graph for Sample 3
Test was verified on 6/7/2023 ✔