Summary for Test 2018-02-12-4-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 210618 DEA: 06342534 EFIS: 0600000382 COOP: 061616A2 |
---|---|
DIST-CO-RTE-PM | 06-FRE-180-R74.1/R78.6 |
Award Date | 04/05/2017 |
Closeout Date | 07/06/2021 |
Work Description | CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY |
Location Description | FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE |
QA Service Level | 1 (Verified on 07/10/2017) |
Sample Information
Sample Taken Date | 02/12/2018 | Sample Unique Key | 4 |
---|---|---|---|
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 | 02/20/2018 |
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 | Debra | Last name of sampler or witnessed by | Mcnamara |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Seismic Energy | Transportation Laboratory (TL) Number | Unknown |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 4000401-1A1,2B1,3B1,4C1 |
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Material/Compound/Elastomer ID | NA | Samples Representing | NA |
Description (size) | 2.874"x12"x15" 1.724"x12"x14" | Comments | Unknown |
Description (Number of Shims) | 5 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Seismic Energy |
Batch Number | NA |
Test Details
DIME Sample ID: 2018-02-12-4
DIME Test ID: 2018-02-12-4-2
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: 2018-03-06
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Randy
Date of test: 02/22/2018
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.071 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2865.2 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.075 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2766 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.068 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2823.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2823.5 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Sample 1
Source: Partner Data Point File
Test graph for Sample 2
Source: Partner Data Point File
Test graph for Sample 3
Test was verified on 2/27/2018 ✔