Summary for Test 2018-06-06-2-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 212830 DEA: 080R3504 EFIS: 0812000071 |
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DIST-CO-RTE-PM | 08-RIV-10-111-10-R16.1-111-R60.5 |
Award Date | 01/29/2018 |
Closeout Date | 12/12/2019 |
Work Description | FRP COMPOSITE SYSTEM FOR COLUMNS. HINGES RESTRAINERS ON THE DECKS |
Location Description | RIVERSIDE COUNTY IN BANNING AND PALM SPRING AT SAN GORGONIO WASH BRIDGE AND AT WHITEWATER RIVER OVERFLOW BRIDGE |
QA Service Level | 1 (Verified on 03/01/2018) |
Sample Information
Sample Taken Date | 06/06/2018 | Sample Unique Key | 2 |
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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 | 06/15/2018 |
Sample type | Department Acceptance | A brief description of the sample | 2x4x6 bearing |
The quantity of what the sample constitutes | 82 pcs | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Holck |
Title of sampler | CALTRANS METS QA INSPECTOR | Telephone number of sampler | 9166620354 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Dynatect, Cal Neva | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | S44-004-18 | Structure unique identifier | Not set |
Structure name | Not set |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 051418 |
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Material/Compound/Elastomer ID | Neoprene Pad 55 | Samples Representing | Lot 051418 82 pcs |
Description (size) | 2x4x8 inches | Comments | |
Description (Number of Shims) | 4 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Dynatect Cal Neva |
Batch Number | PN0340313 |
Test Details
DIME Sample ID: 2018-06-06-2
DIME Test ID: 2018-06-06-2-2
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: 2018-06-26
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: 06/19/2018
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.066 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2969.7 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.067 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2678.6 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.065 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 3251.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2969.7 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 6/19/2018 ✔