Summary for Test 2019-06-06-11-2
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 213750 DEA: 120K0224 EFIS: 1214000097 |
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DIST-CO-RTE-PM | 12-ORA-5-14.5/17.1 |
Award Date | 03/05/2019 |
Closeout Date | Not set |
Work Description | South County Improvement Project (Phase 2 - Oso/Alicia) CONST BRIDGES, RW, SW, HMA PVMT, JPCP, DRAINAGE, AND ELECT SYSTEMS. |
Location Description | ORANGE COUNTY IN MISSION VIEJO AND LAGUNA HILLS FROM 0.7 MILE SOUTH OF OSO PARKWAY OVERCROSSING TO 0.3 MILE SOUTH OF ALICIA PARKWAY OVERCROSSING |
QA Service Level | 1 (Verified on 04/15/2019) |
Sample Information
Sample Taken Date | 06/06/2019 | Sample Unique Key | 11 |
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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 | 06/12/2019 |
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 | Kayla | Last name of sampler or witnessed by | Wallace |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Dynamic 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) | 15460 |
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Material/Compound/Elastomer ID | na | Samples Representing | 144 |
Description (size) | 5.18"x18"x18" 4.60"x18"x18" 2.30"x12x12"" | Comments | CR55 007 19 CR55 008 19 CR55 012 19 |
Description (Number of Shims) | 9 4 | Type of Bearing Pad | Steel |
Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Dynamic Rubber |
Batch Number | na |
Test Details
DIME Sample ID: 2019-06-06-11
DIME Test ID: 2019-06-06-11-2
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: 2019-06-21
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Steve
Date of test: 06/13/2019
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.065 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2331.3 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.064 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2250 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.058 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2827.6 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2331.3 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 6/21/2019 ✔