Summary for Test 2020-11-10-10-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 214890 DEA: 080A4414 EFIS: 0818000047 COOP: 081894 |
---|---|
DIST-CO-RTE-PM | 08-RIV-I-15-17.6/19.6 |
Award Date | 03/11/2020 |
Closeout Date | Not set |
Work Description | Construction consists of additional of two new lanes on Railroad Canyon Road through interchange, reconstruction of the northbound diamond ramps to hook ramps to connect to Grape Street , construction of auxiliary and deceleration lanes on I-15 |
Location Description | Located at City of Lake Elsinore , 1.6 Mile South to 0.4 Mile North of Railroad Canyon Road undercrossing in Riverside County, CA. |
QA Service Level | 2 (Verified on 03/26/2020) |
Sample Information
Sample Taken Date | 11/10/2020 | Sample Unique Key | 10 |
---|---|---|---|
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 | 11/13/2020 |
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 | 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) | 19263-1 |
---|---|---|---|
Material/Compound/Elastomer ID | na | Samples Representing | 5 |
Description (size) | 2.3"x14"x30" | 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: 2020-11-10-10
DIME Test ID: 2020-11-10-10-2
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: 2020-11-24
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: 11/16/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.073
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2093.91 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.074
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2613.18 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.07
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2593.01 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.067
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2678.31 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.071
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2552.56 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2593 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 2
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 3
Test was verified on 11/24/2020 ✔