Summary for Test 2020-05-27-15-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 214552 DEA: 044Q1104 EFIS: 0419000347 |
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DIST-CO-RTE-PM | 04-SM-84-11.7, 11.70 |
Award Date | 05/13/2019 |
Closeout Date | 12/16/2021 |
Work Description | Construct Secant Pile Wall |
Location Description | Near La Honda, at 3.4 miles east of Pescadero Road |
QA Service Level | 1 (Verified on 11/21/2019) |
Sample Information
Sample Taken Date | 05/27/2020 | Sample Unique Key | 15 |
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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 | 06/05/2020 |
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 | Bryan | Last name of sampler or witnessed by | Nagid |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | GRT Rubber TEchnologies | Transportation Laboratory (TL) Number | C668876 |
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) | BP056127A |
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Material/Compound/Elastomer ID | na | Samples Representing | 34 |
Description (size) | 1"x8"x12" | Comments | Unknown |
Description (Number of Shims) | 0 | Type of Bearing Pad | Plain |
Description (Thickness of Shims) | NA | Manufacturer(s) | GRT Rubber |
Batch Number | na |
Test Details
DIME Sample ID: 2020-05-27-15
DIME Test ID: 2020-05-27-15-2
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: 2020-06-08
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: 06/08/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.065
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2191.27 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.066
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2122.85 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.06
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 1946.91 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.064
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2122.02 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.064
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2235.85 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2122.9 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Sample 5
Source: Bluehill Data Point File
Test graph for Sample 3
Source: Bluehill Data Point File
Test graph for Sample 4
Source: Bluehill Data Point File
Test graph for Sample 1
Source: Bluehill Data Point File
Test graph for Sample 2
Test was verified on 6/8/2020 ✔