Summary for Test 2016-10-14-2-2
Test performed: ASTM D412-06a-re13Project Information
| Project Identifiers | Project ID: 211529 DEA: 11427404 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-50.64, 50.64 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Replace Campo Creek bridge # 57-0120 |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/23/2016) |
Sample Information
| Sample Taken Date | 10/14/2016 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/17/2016 | 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 | Source | First name of sampler or witnessed by | Scott |
| Last name of sampler or witnessed by | Nelson | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | Unknown |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Scougal Rubber |
| Transportation Laboratory (TL) Number | NA | Inspector Lot Number from the Transportation Laboratory (TL) Form | NA |
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 15185-5 |
|---|---|---|---|
| Material/Compound/Elastomer ID | NA | Samples Representing | 1 |
| Description (size) | 1" x 8" x 12" | Comments | Unknown |
| Description (Number of Shims) | 0 | Type of Bearing Pad | Plain |
| Description (Thickness of Shims) | NA | Manufacturer(s) | Scougal Rubber |
| Batch Number | NA |
Test Details
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DIME Sample ID: 2016-10-14-2
DIME Test ID: 2016-10-14-2-2
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: 2016-10-18
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 10/18/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.079 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2727.3 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.08 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2700 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.073 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2841.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2727.3 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 10/18/2016 ✔