Summary for Test 2020-09-21-31-2
Test performed: ASTM D412-06a-re13Project Information
| Project Identifiers | Project ID: 212244 DEA: 044G8404 EFIS: 0413000051 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-128-20.1/20.4 |
| Award Date | 02/19/2019 |
| Closeout Date | 06/27/2023 |
| Work Description | REPLACE CAPELL CREEK BRIDGE |
| Location Description | NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST |
| QA Service Level | 1 (Verified on 05/20/2017) |
Sample Information
| Sample Taken Date | 09/21/2020 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/24/2020 | 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 17907-1 |
|---|---|---|---|
| Material/Compound/Elastomer ID | na | Samples Representing | 25 |
| Description (size) | 2.3"x8"x19" | 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
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DIME Sample ID: 2020-09-21-31
DIME Test ID: 2020-09-21-31-2
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: 2020-10-01
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: spaine
Date of test: 09/25/2020
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: 2384.69 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.075
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2453.31 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.072
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2761.3 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2453.3 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Sample 3
Source: Bluehill Data Point File
Test graph for Sample 2
Source: Bluehill Data Point File
Test graph for Sample 1
Test was verified on 10/1/2020 ✔