Summary for Test 2017-03-01-1-2
Test performed: ASTM D412-06a-re13Project Information
| Project Identifiers | Project ID: 7285 DEA: 040120T4 EFIS: 0400000027 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-80-12.6/13.9 |
| Award Date | 11/27/2012 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES |
| Location Description | THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL |
| QA Service Level | 1 (Verified on 10/29/2012) |
Sample Information
| Sample Taken Date | 03/01/2017 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 03/10/2017 |
| Sample type | Quality Assurance | A brief description of the sample | Elastomeric Bearing Pad |
| The quantity of what the sample constitutes | 1 lot of 66 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Stacey | Last name of sampler or witnessed by | Davis |
| Title of sampler | QAI | Telephone number of sampler | 562-480-6984 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Warco Cal Neva | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | B362-005-17 | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | A20186 |
|---|---|---|---|
| Material/Compound/Elastomer ID | Neoprene Pad 55 | Samples Representing | 1 lot |
| Description (size) | 2" x 6" x 12" | Comments | hole in center |
| Description (Number of Shims) | 4 | Type of Bearing Pad | Steel |
| Description (Thickness of Shims) | 14 gage | Manufacturer(s) | CSI |
| Batch Number | 012617 |
Test Details
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DIME Sample ID: 2017-03-01-1
DIME Test ID: 2017-03-01-1-2
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: 2017-03-24
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: 03/13/2017
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: 2752.8 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.065 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2944.8 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: 2941.2 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2941.2 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 3/17/2017 ✔