Summary for Test 2020-08-03-9-9
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 212657 DEA: 024G5004 EFIS: 0214000031 |
---|---|
DIST-CO-RTE-PM | 02-TRI-299-1.9-2.3 |
Award Date | 10/01/2019 |
Closeout Date | 11/24/2021 |
Work Description | VIADUCT WIDENING |
Location Description | TRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD |
QA Service Level | 1 (Verified on 09/04/2018) |
Sample Information
Sample Taken Date | 08/03/2020 | Sample Unique Key | 9 |
---|---|---|---|
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 | 08/04/2020 |
Sample type | Retest | A brief description of the sample | Bearing Pad |
The quantity of what the sample constitutes | 32 | From where was the sample collected | Distributor |
First name of sampler or witnessed by | Ismail | Last name of sampler or witnessed by | IBRAHIM |
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) | 18817-1, 2, 3 |
---|---|---|---|
Material/Compound/Elastomer ID | NA | Samples Representing | 1 |
Description (size) | 2" x 12" x 12" | Comments | |
Description (Number of Shims) | 4 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Scougal Rubber |
Batch Number | NA |
Test Details
DIME Sample ID: 2020-08-03-9
DIME Test ID: 2020-08-03-9-9
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: 2020-08-05
Test Results
Number of specimens tested: 5
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: bewing
Date of test: 08/05/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2083.99 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: 1995.14 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.074
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2128.2 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.073
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2415.62 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.079
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 1746.75 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2084 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 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 2
Test was verified on 8/5/2020 ✔